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Annotations
Attributes
Diagrams
Facets
Identity Constraints
Instances
Model
Properties
Source
Used by

Main schema SolverInput.xsd

Namespace | No namespace
Properties |
attribute form default | unqualified
element form default | unqualified
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element diagram_xy / node

Namespace | No namespace
Annotations |
    Minimum 2 body, nebo 1 bod za podmínek, že jsou definovány obě hodnoty extrapolation_type a nejsou obě hodnoty stejné a ani jedna znich není typu: CONTINUOUS.
    Minimum 2 points, or 1 point under the conditions that both extrapolation_type values are defined and both values are not the same and neither of them is of type: CONTINUOUS.
Diagram |
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:element name="node" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Minimum 2 body, nebo 1 bod za podmínek, že jsou definovány obě hodnoty extrapolation_type a nejsou obě hodnoty stejné a ani jedna znich není typu: CONTINUOUS.</xs:documentation>
        <xs:documentation xml:lang="en">Minimum 2 points, or 1 point under the conditions that both extrapolation_type values are defined and both values are not the same and neither of them is of type: CONTINUOUS.</xs:documentation>
      </xs:annotation>
      <xs:complexType>
        <xs:attributeGroup ref="point_xy"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodes / node

Namespace | No namespace
Diagram |
Type | node_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="node" type="node_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodes_yz / node

Namespace | No namespace
Diagram |
Type | node_yz
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="node_yz" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodes_xy / node

Namespace | No namespace
Diagram |
Type | node_xy
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:element name="node" type="node_xy" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element eccentricity_2d_system / start

Namespace | No namespace
Diagram |
Type | point_yz
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="start" type="point_yz" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element eccentricity_2d_system / end

Namespace | No namespace
Diagram |
Type | point_yz
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="end" type="point_yz" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element definable_plane_for_free_loads / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
Source |
    <xs:element name="rotation" type="rotation_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element tasks / task

Namespace | No namespace
Diagram |
Type | task_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
Source |
    <xs:element name="task" type="task_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rotation_ref_base / coordinate_origin

Namespace | No namespace
Diagram |
Type | coordinate_origin
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rotation_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_ref_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | coordinate_origin{0,1}
Children | coordinate_origin
Instance |
    <rotation>
      <coordinate_origin x="" y="" z="">{0,1}</coordinate_origin>
    </rotation>
Source |
    <xs:element name="rotation" type="rotation_ref_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element quaternion / coordinate_origin

Namespace | No namespace
Diagram |
Type | coordinate_origin
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rotation_matrix / coordinate_origin

Namespace | No namespace
Diagram |
Type | coordinate_origin
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element global_parameters / global_parameter

Namespace | No namespace
Diagram |
Type | global_parameter
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
name | xs:string | required |
value | xs:double | required |
Source |
    <xs:element name="global_parameter" type="global_parameter" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element functions / function

Namespace | No namespace
Diagram |
Type | function_for_reference
Properties |
content | complex
maxOccurs | unbounded
Model | item
Children | item
Instance |
    <function id="">
      <item>{1,1}</item>
    </function>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="function" type="function_for_reference" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element function_for_reference / item

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="item" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_visco_parameters / material_visco_parameter

Namespace | No namespace
Diagram |
Type | material_visco_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:element name="material_visco_parameter" type="material_visco_base" maxOccurs="unbounded">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_initial_strains / material_initial_strain

Namespace | No namespace
Diagram |
Type | material_initial_strain_base
Properties |
content | complex
maxOccurs | unbounded
Model | initial_strain_diagram
Children | initial_strain_diagram
Instance |
    <material_initial_strain id="">
      <initial_strain_diagram diagram_end="" diagram_start="">{1,1}</initial_strain_diagram>
    </material_initial_strain>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:element name="material_initial_strain" type="material_initial_strain_base" maxOccurs="unbounded">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_initial_strain_base / initial_strain_diagram

Namespace | No namespace
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <initial_strain_diagram diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </initial_strain_diagram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="initial_strain_diagram" type="diagram_xy"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_visco_isotropic_elastic_standard_linear_solid / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_parameters
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
e_modulus_one | double_positive | optional |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]
e_modulus_viscosity | double_positive | required |
    Tuhost pružiny, která je paralelně s pístem. [Pa]
eta | double_positive | required |
    Viskozita tekutiny uvnitř pístu. [Pa.s]
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_parameters" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_visco_isotropic_elastic_generalized_maxwell_chain / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_properties_relaxation_or_properities
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_properties_relaxation_or_properities" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_visco_isotropic_elastic_generalized_kelvin_chain / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_properties_creep_or_properities
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
aging | xs:boolean | required |
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_properties_creep_or_properities" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element diagram_dynamic_increase_factor_strain_rate / diagram_dynamic_increase_factor_strain_rate

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_dynamic_increase_factor_strain_rate diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_dynamic_increase_factor_strain_rate>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_dynamic_increase_factor_strain_rate" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element materials / material

Namespace | No namespace
Diagram |
Type | material_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Source |
    <xs:element name="material" type="material_base" maxOccurs="unbounded">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_developer / diagram_1

Namespace | No namespace
Annotations |
    Pracovní diagram.
    .
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | node+
Children | node
Instance |
    <diagram_1 diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_1>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_1" type="diagram_xy" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_developer / diagram_2

Namespace | No namespace
Annotations |
    Pracovní diagram.
    .
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | node+
Children | node
Instance |
    <diagram_2 diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_2>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_2" type="diagram_xy" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_developer / diagram_3

Namespace | No namespace
Annotations |
    Pracovní diagram.
    .
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | node+
Children | node
Instance |
    <diagram_3 diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_3>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_3" type="diagram_xy" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_base / time_dependent_static

Namespace | No namespace
Diagram |
Type | time_dependent_static_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="time_dependent_static" type="time_dependent_static_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_base / time_dependent_dynamic

Namespace | No namespace
Diagram |
Type | time_dependent_dynamic_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="time_dependent_dynamic" type="time_dependent_dynamic_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_orthotropic_linear_elastic_solid_stiffness_matrix / stiffness_matrix

Namespace | No namespace
Diagram |
Type | solid_stiffness_matrix_type
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d33 | double_positive | required |
d44 | double_positive | required |
d55 | double_positive | required |
d66 | double_positive | required |
Source |
    <xs:element name="stiffness_matrix" type="solid_stiffness_matrix_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_gas / specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Diagram |
Type | double_non_negative
Properties |
content | simple
Facets |
minInclusive | 0 |
Source |
    <xs:element name="specific_weight" type="double_non_negative">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_nonlinear_elastic_mises / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_nonlinear_elastic_tresca / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_nonlinear_elastic_drucker_prager / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_nonlinear_elastic_mohr_coulomb / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_member / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_member / tension_stiffening

Namespace | No namespace
Annotations |
    .
    .
Diagram |
Type | tension_stiffening_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_mises / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_tresca / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_drucker_prager / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_mohr_coulomb / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_membrane_mises / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_membrane_tresca / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_membrane_drucker_prager / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_plastic_membrane_mohr_coulomb / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is not allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_orthotropic_plastic_rankine_hill_surface / parameters

Namespace | No namespace
Annotations |
Diagram |
Type | rankine_hill_parameters_base
Properties |
content | complex
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alpha_coefficient | double_positive | required |
    alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).
beta_coefficient | restriction of xs:double | required |
gamma_coefficient | double_positive | required |
    gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).
Source |
    <xs:element name="parameters" type="rankine_hill_parameters_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">
        </xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rankine_hill_diagram / diagram_stress_strain_x

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain_x diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain_x>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain_x" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rankine_hill_diagram / diagram_stress_strain_y

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain_y diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain_y>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain_y" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_damage_mazars / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_damage_mazars / tension_stiffening

Namespace | No namespace
Annotations |
    .
    .
Diagram |
Type | tension_stiffening_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_damage_faria / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_damage_faria / tension_stiffening

Namespace | No namespace
Annotations |
    .
    .
Diagram |
Type | tension_stiffening_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_anisotropic_damage_concrete / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_anisotropic_damage_concrete / tension_stiffening

Namespace | No namespace
Annotations |
    .
    .
Diagram |
Type | tension_stiffening_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_reinforcement / diagram_stress_strain

Namespace | No namespace
Annotations |
    Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.
    Stress-strain diagram is function defined by a polyline. Tearing is allowed.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_stress_strain diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_stress_strain>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_stress_strain" type="diagram_xy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_woven_membrane_microstructure / fibers

Namespace | No namespace
Annotations |
    Vlákna mikrostruktury.
    Microstructure Fibers.
Diagram |
Type | microstructure_part_type
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Model | diagram
Children | diagram
Instance |
    <fibers part_nonlinearity="">
      <diagram diagram_end="" diagram_start="">{1,1}</diagram>
    </fibers>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
part_nonlinearity | material_nonlinear_behavior_type | required |
    Typ nelinearity části mikrostruktury.
    Microstructure part nonlinearity type.
Source |
    <xs:element name="fibers" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Vlákna mikrostruktury.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure Fibers.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element microstructure_part_type / diagram

Namespace | No namespace
Annotations |
    Pracovní diagram části mikrostruktury.
    Stress-strain diagram of microstructure part.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Model | node+
Children | node
Instance |
    <diagram diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram" type="diagram_xy" minOccurs="1" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pracovní diagram části mikrostruktury.</xs:documentation>
        <xs:documentation xml:lang="en">Stress-strain diagram of microstructure part.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_woven_membrane_microstructure / links

Namespace | No namespace
Annotations |
    Vzpěry mikrostruktury.
    Microstructure Links.
Diagram |
Type | microstructure_part_type
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Model | diagram
Children | diagram
Instance |
    <links part_nonlinearity="">
      <diagram diagram_end="" diagram_start="">{1,1}</diagram>
    </links>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
part_nonlinearity | material_nonlinear_behavior_type | required |
    Typ nelinearity části mikrostruktury.
    Microstructure part nonlinearity type.
Source |
    <xs:element name="links" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Vzpěry mikrostruktury.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure Links.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_woven_membrane_microstructure / supports

Namespace | No namespace
Annotations |
    Podpory mikrostruktury.
    Microstructure Supports.
Diagram |
Type | microstructure_part_type
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Model | diagram
Children | diagram
Instance |
    <supports part_nonlinearity="">
      <diagram diagram_end="" diagram_start="">{1,1}</diagram>
    </supports>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
part_nonlinearity | material_nonlinear_behavior_type | required |
    Typ nelinearity části mikrostruktury.
    Microstructure part nonlinearity type.
Source |
    <xs:element name="supports" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Podpory mikrostruktury.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure Supports.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_visco_elastic_standard_linear_solid / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_parameters
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
e_modulus_one | double_positive | optional |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]
e_modulus_viscosity | double_positive | required |
    Tuhost pružiny, která je paralelně s pístem. [Pa]
eta | double_positive | required |
    Viskozita tekutiny uvnitř pístu. [Pa.s]
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_parameters" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_visco_elastic_generalized_maxwell_chain / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_properties_relaxation_or_properities
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_properties_relaxation_or_properities" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_isotropic_visco_elastic_generalized_kelvin_chain / viscoelastic_properties

Namespace | No namespace
Diagram |
Type | viscoelastic_properties_creep_or_properities
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
aging | xs:boolean | required |
Source |
    <xs:element name="viscoelastic_properties" type="viscoelastic_properties_creep_or_properities" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element curve_creep / curve_creep

Namespace | No namespace
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <curve_creep diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </curve_creep>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="curve_creep" type="diagram_xy"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element curve_relaxation / curve_relaxation

Namespace | No namespace
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <curve_relaxation diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </curve_relaxation>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="curve_relaxation" type="diagram_xy"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_thermal / material

Namespace | No namespace
Annotations |
    Materiály musí být seřazeny podle teploty od nejnižší po nejvyšší.
    Materials must be sorted by temperature from lowest to highest.
Diagram |
Type | thermal_material_reference
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
temperature | xs:double | required |
Source |
    <xs:element name="material" type="thermal_material_reference" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Materiály musí být seřazeny podle teploty od nejnižší po nejvyšší.</xs:documentation>
        <xs:documentation xml:lang="en">Materials must be sorted by temperature from lowest to highest.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element lines / line

Namespace | No namespace
Diagram |
Type | line_base
Properties |
content | complex
maxOccurs | unbounded
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Instance |
    <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">
      <control_point x="" y="" z="">{0,unbounded}</control_point>
      <node>{0,unbounded}</node>
      <rotation_angle angle="">{0,1}</rotation_angle>
      <rotation_help_node axis="" rotation_angle="" x="" y="" z="">{0,1}</rotation_help_node>
      <integrated_lines ref="">{0,unbounded}</integrated_lines>
    </line>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:element name="line" type="line_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_base / control_point

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="control_point" type="point_3d" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_base / node

Namespace | No namespace
Diagram |
Type | reference
Properties |
content | simple
minOccurs | 0
maxOccurs | unbounded
Source |
    <xs:element name="node" type="reference" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_base / rotation_angle

Namespace | No namespace
Annotations |
    Natočení linie kolem lokální osy x [rad].
    Rotation line around the local x-axis [rad].
Diagram |
Type | rotation_angle
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
Source |
    <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení linie kolem lokální osy x [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation line around the local x-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_base / rotation_help_node

Namespace | No namespace
Diagram |
Type | rotation_help_node
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | optional |
rotation_angle | xs:double | optional |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_base / integrated_lines

Namespace | No namespace
Diagram |
Type | integrate_line_to_line
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | start{0,1} , along{0,1} , end{0,1}
Children | along, end, start
Instance |
    <integrated_lines ref="">
      <start>{0,1}</start>
      <along>{0,1}</along>
      <end>{0,1}</end>
    </integrated_lines>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Číslo integrovaného 1d objektu.
    Number of intergated 1d object.
Source |
    <xs:element name="integrated_lines" type="integrate_line_to_line" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element integrate_line_to_line_group / start

Namespace | No namespace
Annotations |
    Začátek integrovaného 1d objektu.
    Start of intergated 1d object.
Diagram |
Type | integrate_line_to_line_ends_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="start" type="integrate_line_to_line_ends_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Začátek integrovaného 1d objektu.</xs:documentation>
        <xs:documentation xml:lang="en">Start of intergated 1d object.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element integrate_line_to_line_group / along

Namespace | No namespace
Annotations |
    Podél integrovaného 1d objektu.
    Along of intergated 1d object.
Diagram |
Type | integrate_line_to_line_along_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="along" type="integrate_line_to_line_along_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Podél integrovaného 1d objektu.</xs:documentation>
        <xs:documentation xml:lang="en">Along of intergated 1d object.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element integrate_line_to_line_group / end

Namespace | No namespace
Annotations |
    Konec integrovaného 1d objektu.
    End of intergated 1d object.
Diagram |
Type | integrate_line_to_line_ends_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="end" type="integrate_line_to_line_ends_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Konec integrovaného 1d objektu.</xs:documentation>
        <xs:documentation xml:lang="en">End of intergated 1d object.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element conical_line / start_point

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="start_point" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element conical_line / local_axis_x

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="local_axis_x" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element conical_line / local_axis_y

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="local_axis_y" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nurbs_line / control_point_nurbs

Namespace | No namespace
Diagram |
Type | control_point_nurbs
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
weight | double_non_negative | required |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="control_point_nurbs" type="control_point_nurbs" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cut_line / definition_plane

Namespace | No namespace
Diagram |
Type | cut_line_definition_plane
Properties |
content | complex
Model | node{3,3}
Children | node
Instance |
    <definition_plane>
      <node x="" y="" z="">{3,3}</node>
    </definition_plane>
Source |
    <xs:element name="definition_plane" type="cut_line_definition_plane"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cut_line_definition_plane / node

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 3
maxOccurs | 3
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="point_3d" minOccurs="3" maxOccurs="3"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cut_line / cutting_line_settings

Namespace | No namespace
Diagram |
Type | cutting_line_settings_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="cutting_line_settings" type="cutting_line_settings_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cut_line / multicut_type

Namespace | No namespace
Diagram |
Type | multicut_type_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="multicut_type" type="multicut_type_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cutting_patterns_group_base / cutting_pattern

Namespace | No namespace
Diagram |
Type | cutting_pattern_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
id | id | required |
Source |
    <xs:element name="cutting_pattern" type="cutting_pattern_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element cutting_pattern_I / axes_rotation

Namespace | No namespace
Diagram |
Type | axes_rotation_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
Source |
    <xs:element name="axes_rotation" type="axes_rotation_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_sections / member_section

Namespace | No namespace
Annotations |
    Průřez prutu.
    The member cross-section.
Diagram |
Type | member_section_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="member_section" type="member_section_base" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Průřez prutu.</xs:documentation>
        <xs:documentation xml:lang="en">The member cross-section.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element sections_type / part

Namespace | No namespace
Annotations |
    Definice části prutu s náběhem.
    Definition of tapered part of the member.
Diagram |
Type | part_section
Properties |
content | complex
maxOccurs | unbounded
Model | taper_parameters{0,1}
Children | taper_parameters
Instance |
    <part distance_end="" distance_start="" id="" section_end="" section_start="">
      <taper_parameters omegax_1="" omegax_omega="" omegax_u="" omegax_v="" psi_1="" psi_omega="" psi_u="" psi_v="">{0,1}</taper_parameters>
    </part>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Pozice, ve které část končí.
    Position where part ends.
distance_start | relative | optional |
    Pozice, ve které část začíná.
    Position where part starts.
id | id | required |
    Identifikátor části.
    ID of the part.
section_end | reference | required |
    Reference na průřez na konci části.
    Reference to the section at end of the part.
section_start | reference | required |
    Reference na průřez na začátku části.
    Reference to the section at start of the part.
Source |
    <xs:element name="part" type="part_section" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice části prutu s náběhem.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of tapered part of the member.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element part_section / taper_parameters

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
omegax_1 | xs:double | optional |
omegax_omega | xs:double | optional |
omegax_u | xs:double | optional |
omegax_v | xs:double | optional |
psi_1 | xs:double | optional |
psi_omega | xs:double | optional |
psi_u | xs:double | optional |
psi_v | xs:double | optional |
Source |
    <xs:element name="taper_parameters" minOccurs="0">
      <!--Prumet omega,x (jednotkova derivace omega podle x) do omega-->
      <xs:complexType>
        <xs:attribute name="omegax_omega" type="xs:double" use="optional"/>
        <!--Prumet funkce psi = z,x * y - y,x * z do omega (,x je jednotkova derivace podle x)-->
        <xs:attribute name="psi_omega" type="xs:double" use="optional"/>
        <!--Prumet omega,x do u-->
        <xs:attribute name="omegax_u" type="xs:double" use="optional"/>
        <!--Prumet psi do u-->
        <xs:attribute name="psi_u" type="xs:double" use="optional"/>
        <!--Prumet omega,x do v-->
        <xs:attribute name="omegax_v" type="xs:double" use="optional"/>
        <!--Prumet psi do v-->
        <xs:attribute name="psi_v" type="xs:double" use="optional"/>
        <!--Prumet omega,x do jednicky-->
        <xs:attribute name="omegax_1" type="xs:double" use="optional"/>
        <!--Prumet psi do jednicky-->
        <xs:attribute name="psi_1" type="xs:double" use="optional"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_properties / plastic_code_values

Namespace | No namespace
Diagram |
Type | member_section_plastic_code_values
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
bending_u | xs:double | required |
bending_v | xs:double | required |
moments_of_bending_ratio | xs:double | optional |
normal | xs:double | required |
shear_u | xs:double | required |
shear_v | xs:double | required |
torsion | xs:double | required |
Source |
    <xs:element name="plastic_code_values" type="member_section_plastic_code_values" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_stiffness_matrix / stiffness_matrix

Namespace | No namespace
Diagram |
Type | member_stiffness_matrix_type
Properties |
content | complex
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_non_negative | required |
    d11 = E * A = elasticity_modulus * axial_area. In (0, +infinity). Unit [N].
d22 | double_non_negative | required |
    d22 = G * A_u = shear_modulus * area_shear_y => V_u. In (0, +infinity). Unit [N].
d33 | double_non_negative | required |
    d33 = G * A_v = shear_modulus * area_shear_z => V_v. In (0, +infinity). Unit [N].
d44 | double_non_negative | required |
    d44 = G * I_t = shear_modulus * moment_of_inertia_torsion => M_t. In (0, +infinity). Unit [N.m^2].
d55 | double_non_negative | required |
    d55 = E * I_u = elasticity_modulus * moment_of_bending_u => M_u. In (0, +infinity). Unit [N.m^2].
d66 | double_non_negative | required |
    d66 = E * I_v = elasticity_modulus * moment_of_bending_v => M_v. In (0, +infinity). Unit [N.m^2].
inclination_of_main_axes | xs:double | required |
    Úhel natočení průřezu měřený od uživatelských os k hlavním osám. Alfa in [0, +infinity). Unit [rad].
Source |
    <xs:element name="stiffness_matrix" type="member_stiffness_matrix_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_stiffness_matrix / plastic_code_values

Namespace | No namespace
Diagram |
Type | member_section_plastic_code_values
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
bending_u | xs:double | required |
bending_v | xs:double | required |
moments_of_bending_ratio | xs:double | optional |
normal | xs:double | required |
shear_u | xs:double | required |
shear_v | xs:double | required |
torsion | xs:double | required |
Source |
    <xs:element name="plastic_code_values" type="member_section_plastic_code_values" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_geometry / nodes

Namespace | No namespace
Diagram |
Type | nodes_yz
Properties |
content | complex
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" y="" z="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes_yz"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_geometry / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
minOccurs | 0
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_geometry / openings

Namespace | No namespace
Diagram |
Type | openings
Properties |
content | complex
minOccurs | 0
Model | opening+
Children | opening
Instance |
    <openings>
      <opening id="">{1,unbounded}</opening>
    </openings>
Source |
    <xs:element name="openings" type="openings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element openings / opening

Namespace | No namespace
Diagram |
Type | opening_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="opening" type="opening_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_geometry / surfaces

Namespace | No namespace
Diagram |
Type | surfaces_member_section
Properties |
content | complex
minOccurs | 0
Model | surface*
Children | surface
Instance |
    <surfaces>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{0,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces_member_section" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surfaces_member_section / surface

Namespace | No namespace
Diagram |
Type | surface_member_section
Type hierarchy | surface_base surface_member_section
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Instance |
    <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">
      <geometry_definition definition_lines="" reverse_lines="">{0,1}</geometry_definition>
      <line_hinge id="" lines="" release_type="">{0,unbounded}</line_hinge>
      <axes_rotation additional_rotation="">{0,unbounded}</axes_rotation>
      <intersection_definition nodes_lines="">{0,unbounded}</intersection_definition>
    </surface>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:element name="surface" type="surface_member_section" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_base / geometry_definition

Namespace | No namespace
Diagram |
Type | surface_geometry_definition_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:element name="geometry_definition" type="surface_geometry_definition_base" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_base / line_hinge

Namespace | No namespace
Diagram |
Type | line_hinge_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
release_type | reference | required |
Source |
    <xs:element name="line_hinge" type="line_hinge_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_base / axes_rotation

Namespace | No namespace
Diagram |
Type | axes_rotation_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
Source |
    <xs:element name="axes_rotation" type="axes_rotation_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_base / intersection_definition

Namespace | No namespace
Annotations |
    Čísla definičních uzlů (lichá místa) a linií (sudá místa) průniku ploch.
    Numbers of definition nodes (odd places) and lines (even places) of surfaces intersection.
Diagram |
Type | intersection_definition_nodes_lines
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
nodes_lines | array_of_integer | required |
Source |
    <xs:element name="intersection_definition" type="intersection_definition_nodes_lines" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla definičních uzlů (lichá místa) a linií (sudá místa) průniku ploch.</xs:documentation>
        <xs:documentation xml:lang="en">Numbers of definition nodes (odd places) and lines (even places) of surfaces intersection.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_geometry / physical_properties

Namespace | No namespace
Diagram |
Type | physical_properties
Properties |
content | complex
minOccurs | 0
Model | initial_strains{0,1} , nodes{0,1} , lines{0,1} , surfaces{0,1}
Children | initial_strains, lines, nodes, surfaces
Instance |
    <physical_properties>
      <initial_strains>{0,1}</initial_strains>
      <nodes>{0,1}</nodes>
      <lines>{0,1}</lines>
      <surfaces>{0,1}</surfaces>
    </physical_properties>
Source |
    <xs:element name="physical_properties" type="physical_properties" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_properties / initial_strains

Namespace | No namespace
Annotations |
    TODO REMOVE.
    TODO REMOVE.
Diagram |
Type | initial_strains
Properties |
content | complex
minOccurs | 0
Model | initial_strain+
Children | initial_strain
Instance |
    <initial_strains>
      <initial_strain eps_x="" id="" kappa_y="" kappa_z="">{1,unbounded}</initial_strain>
    </initial_strains>
Source |
    <xs:element name="initial_strains" type="initial_strains" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strains / initial_strain

Namespace | No namespace
Diagram |
Type | initial_strain_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
eps_x | xs:double | required |
id | id | required |
kappa_y | xs:double | required |
kappa_z | xs:double | required |
Source |
    <xs:element name="initial_strain" type="initial_strain_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_properties / nodes

Namespace | No namespace
Diagram |
Type | physical_nodes
Properties |
content | complex
minOccurs | 0
Model | node+
Children | node
Instance |
    <nodes>
      <node area="" diameter="" id="" initial_strain="" material="" material_initial_strain="" material_visco_parameter="" nodes="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="physical_nodes" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_nodes / node

Namespace | No namespace
Diagram |
Type | physical_node
Type hierarchy | physical_object_base physical_node
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
area | double_positive | optional |
diameter | double_positive | optional |
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
nodes | references | required |
Source |
    <xs:element name="node" type="physical_node" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_properties / lines

Namespace | No namespace
Diagram |
Type | physical_lines
Properties |
content | complex
minOccurs | 0
Model | line+
Children | line
Instance |
    <lines>
      <line id="" initial_strain="" lines="" material="" material_initial_strain="" material_visco_parameter="" thickness="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="physical_lines" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_lines / line

Namespace | No namespace
Diagram |
Type | physical_line
Type hierarchy | physical_object_base physical_line
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
lines | references | required |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
thickness | double_positive | required |
Source |
    <xs:element name="line" type="physical_line" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_properties / surfaces

Namespace | No namespace
Diagram |
Type | physical_surfaces
Properties |
content | complex
minOccurs | 0
Model | surface+
Children | surface
Instance |
    <surfaces>
      <surface id="" initial_strain="" material="" material_initial_strain="" material_visco_parameter="" surfaces="">{1,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="physical_surfaces" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element physical_surfaces / surface

Namespace | No namespace
Diagram |
Type | physical_surface
Type hierarchy | physical_object_base physical_surface
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
surfaces | references | required |
Source |
    <xs:element name="surface" type="physical_surface" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinges / member_hinge

Namespace | No namespace
Diagram |
Type | member_hinge_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , rotation{0,1} , warping{0,1}
Children | phi_x, phi_y, phi_z, rotation, warping, x, y, z
Instance |
    <member_hinge id="" note="">
      <x material="" material_visco_parameter="" rigid="" value="">{0,1}</x>
      <y material="" material_visco_parameter="" rigid="" value="">{0,1}</y>
      <z material="" material_visco_parameter="" rigid="" value="">{0,1}</z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <phi_y material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_y>
      <phi_z material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_z>
      <rotation>{0,1}</rotation>
      <warping material="" material_visco_parameter="" rigid="" value="">{0,1}</warping>
    </member_hinge>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="member_hinge" type="member_hinge_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_type / warping

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="warping" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_eccentricities / member_eccentricity

Namespace | No namespace
Diagram |
Type | member_eccentricity_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
member_hinge_eccentricity | xs:boolean | optional |
Source |
    <xs:element name="member_eccentricity" type="member_eccentricity_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_eccentricities_base / part

Namespace | No namespace
Annotations |
    Definice části prutu s excentricitami.
    Definition of part of the member with eccentricities.
Diagram |
Type | part_eccentricity
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Pozice, ve které část začíná.
    Position where part starts.
distance_start | relative | required |
    Pozice, ve které část začíná.
    Position where part starts.
id | id | required |
    Identifikátor části s excentricitami.
    ID of the part with eccentricities.
x_0 | xs:double | required |
    Reálná hodnota excentricity ve směru X na začátku části [m].
    Real vaule of eccentricity in X direction at start of the part [m].
x_1 | xs:double | required |
    Reálná hodnota excentricity ve směru X na konci části [m].
    Real vaule of eccentricity in X direction at end of the part [m].
y_0 | xs:double | required |
    Reálná hodnota excentricity ve směru Y na začátku části [m].
    Real vaule of eccentricity in Y direction at start of the part [m].
y_1 | xs:double | required |
    Reálná hodnota excentricity ve směru Y na konci části [m].
    Real vaule of eccentricity in Y direction at end of the part [m].
z_0 | xs:double | required |
    Reálná hodnota excentricity ve směru Z na začátku části [m].
    Real vaule of eccentricity in Z direction at start of the part [m].
z_1 | xs:double | required |
    Reálná hodnota excentricity ve směru Z na konci části [m].
    Real vaule of eccentricity in Z direction at end of the part [m].
Source |
    <xs:element name="part" type="part_eccentricity" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice části prutu s excentricitami.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of part of the member with eccentricities.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_eccentricities_base / dummy

Namespace | No namespace
Diagram |
Type | xs:string
Properties |
content | simple
minOccurs | 0
maxOccurs | 0
Source |
    <xs:element name="dummy" type="xs:string" minOccurs="0" maxOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoils / member_subsoil

Namespace | No namespace
Diagram |
Type | member_subsoil_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , shear_x{0,1} , shear_y{0,1} , shear_z{0,1} , phi_x{0,1} , eccentricity{0,1}
Children | eccentricity, phi_x, shear_x, shear_y, shear_z, translation_x, translation_y, translation_z
Instance |
    <member_subsoil id="" note="" reduction_of_winkler_rotation="">
      <translation_x material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_x>
      <translation_y material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_y>
      <translation_z material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_z>
      <shear_x material="" material_visco_parameter="" rigid="" value="">{0,1}</shear_x>
      <shear_y material="" material_visco_parameter="" rigid="" value="">{0,1}</shear_y>
      <shear_z material="" material_visco_parameter="" rigid="" value="">{0,1}</shear_z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <eccentricity id="" y="" z="">{0,1}</eccentricity>
    </member_subsoil>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
reduction_of_winkler_rotation | integer_percentage | optional |
    Procento logaritmu, t.j. 0 = bez redukce, 100 = plna redukce.
    Percentage of the logarithm, i.e. 0 = no reduction, 100 = full reduction.
Source |
    <xs:element name="member_subsoil" type="member_subsoil_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / shear_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / shear_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / shear_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_type / eccentricity

Namespace | No namespace
Diagram |
Type | point_yz
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="point_yz" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_supports / line_support

Namespace | No namespace
Diagram |
Type | line_support_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , eccentricity{0,1}
Children | eccentricity, phi_x, phi_y, phi_z, rotation, x, y, z
Instance |
    <line_support id="" lines="" note="">
      <rotation>{0,1}</rotation>
      <x material="" material_visco_parameter="" rigid="" value="">{0,1}</x>
      <y material="" material_visco_parameter="" rigid="" value="">{0,1}</y>
      <z material="" material_visco_parameter="" rigid="" value="">{0,1}</z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <phi_y material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_y>
      <phi_z material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_z>
      <eccentricity x="" y="" z="">{0,1}</eccentricity>
    </line_support>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:element name="line_support" type="line_support_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_base / eccentricity

Namespace | No namespace
Diagram |
Type | support_eccentricity
Properties |
content | complex
minOccurs | 0
Model | rotation{0,1}
Children | rotation
Instance |
    <eccentricity x="" y="" z="">
      <rotation>{0,1}</rotation>
    </eccentricity>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="support_eccentricity" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element support_eccentricity / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_local / rotation_angle

Namespace | No namespace
Annotations |
    Natočení liniové podpory kolem lokální osy [rad].
    Rotation line support around a local axis [rad].
Diagram |
Type | rotation_angle_around_axis
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
axis | translation_direction | required |
Source |
    <xs:element name="rotation_angle" type="rotation_angle_around_axis" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení liniové podpory kolem lokální osy [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation line support around a local axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoils / surface_subsoil

Namespace | No namespace
Diagram |
Type | surface_subsoil_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , shear_xz{0,1} , shear_yz{0,1}
Children | shear_xz, shear_yz, translation_x, translation_y, translation_z
Instance |
    <surface_subsoil id="" note="">
      <translation_x material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_x>
      <translation_y material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_y>
      <translation_z material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_z>
      <shear_xz material="" material_visco_parameter="" rigid="" value="">{0,1}</shear_xz>
      <shear_yz material="" material_visco_parameter="" rigid="" value="">{0,1}</shear_yz>
    </surface_subsoil>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="surface_subsoil" type="surface_subsoil_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_type / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_type / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_type / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_type / shear_xz

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_xz" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_type / shear_yz

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_yz" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_inefficacy / inefficacy_type

Namespace | No namespace
Diagram |
Type | spring_inefficacy_type
Properties |
content | simple
Facets |
enumeration | INACTIVE_IF_NEGATIVE_FORCE |
enumeration | INACTIVE_IF_POSITIVE_FORCE |
enumeration | INACTIVE_ALL_IF_NEGATIVE_FORCE |
enumeration | INACTIVE_ALL_IF_POSITIVE_FORCE |
Source |
    <xs:element name="inefficacy_type" type="spring_inefficacy_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_supports / surface_support

Namespace | No namespace
Annotations |
    <xs:documentation xml:lang="cs">Plošná podpora se převede na uzlové podpory, které jsou umístěny na všechny uzle sítě dané plochy. Možné zadání je pouze tuhá podpora.</xs:documentation>
    <xs:documentation xml:lang="en">Surface support is converted to nodal support, which is located on all nodes the surface mesh. Possible input is only rigid support</xs:documentation>
Diagram |
Type | surface_support_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1}
Children | phi_x, phi_y, phi_z, rotation, translation_x, translation_y, translation_z
Instance |
    <surface_support id="" note="" surfaces="">
      <rotation>{0,1}</rotation>
      <translation_x material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_x>
      <translation_y material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_y>
      <translation_z material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <phi_y material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_y>
      <phi_z material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_z>
    </surface_support>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:element name="surface_support" type="surface_support_type" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation>
          <xs:documentation xml:lang="cs">Plošná podpora se převede na uzlové podpory, které jsou umístěny na všechny uzle sítě dané plochy. Možné zadání je pouze tuhá podpora.</xs:documentation>
          <xs:documentation xml:lang="en">Surface support is converted to nodal support, which is located on all nodes the surface mesh. Possible input is only rigid support</xs:documentation>
        </xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_support_type / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element warping_supports_type / warping_support

Namespace | No namespace
Diagram |
Type | warping_support_type
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance | xs:double | required |
    Relativní vzdálenost od začátku prutu.
    Relative distance from the start of the member.
id | id | required |
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="warping_support" type="warping_support_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_warping_connections / member_warping_connection

Namespace | No namespace
Annotations |
    Spojí konce prutů, které na sebe musí navazovat. Nemá smysl, pokud není nastaveno set_default_as_free nebo set_default_at_hinges_as_free na TRUE.
    Connects the ends of the members which must must follow each other. Does not make sense if neither set_default_as_free nor set_default_at_hinges_as_free is set to TRUE.
Diagram |
Type | member_warping_connection
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | required |
Source |
    <xs:element name="member_warping_connection" type="member_warping_connection" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Spojí konce prutů, které na sebe musí navazovat. Nemá smysl, pokud není nastaveno set_default_as_free nebo set_default_at_hinges_as_free na TRUE.</xs:documentation>
        <xs:documentation xml:lang="en">Connects the ends of the members which must must follow each other. Does not make sense if neither set_default_as_free nor set_default_at_hinges_as_free is set to TRUE.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element tendon_sets / on_1d

Namespace | No namespace
Diagram |
Type | member_set_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Source |
    <xs:element name="on_1d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element tendon_sets / on_2d

Namespace | No namespace
Diagram |
Type | member_set_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Source |
    <xs:element name="on_2d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element tendon_sets / on_3d

Namespace | No namespace
Diagram |
Type | member_set_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Source |
    <xs:element name="on_3d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_nonlinearities / member_nonlinearity

Namespace | No namespace
Diagram |
Type | member_nonlinearity_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="member_nonlinearity" type="member_nonlinearity_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element members / member

Namespace | No namespace
Diagram |
Type | member_base
Properties |
content | complex
maxOccurs | unbounded
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1}
Children | axis_vectors, axis_z_direction, rotation_angle, rotation_help_node
Instance |
    <member id="" line="" note="">
      <rotation_angle angle="">{0,1}</rotation_angle>
      <rotation_help_node axis="" rotation_angle="" x="" y="" z="">{0,1}</rotation_help_node>
      <axis_z_direction x="" y="" z="">{0,1}</axis_z_direction>
      <axis_vectors axis="" x_rotation="">{0,1}</axis_vectors>
    </member>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
line | reference | optional |
note | xs:string | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="member" type="member_base" maxOccurs="unbounded">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_base / rotation_angle

Namespace | No namespace
Annotations |
    Natočení prutu kolem lokální osy x [rad].
    Rotation member around the local x-axis [rad].
Diagram |
Type | rotation_angle
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
Source |
    <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení prutu kolem lokální osy x [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation member around the local x-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_base / rotation_help_node

Namespace | No namespace
Diagram |
Type | rotation_help_node
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | optional |
rotation_angle | xs:double | optional |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_base / axis_z_direction

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axis_z_direction" type="vector_3d" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_base / axis_vectors

Namespace | No namespace
Diagram |
Type | line_axes_direction_vectors
Properties |
content | complex
minOccurs | 0
Model | start_vector , end_vector
Children | end_vector, start_vector
Instance |
    <axis_vectors axis="" x_rotation="">
      <start_vector x="" y="" z="">{1,1}</start_vector>
      <end_vector x="" y="" z="">{1,1}</end_vector>
    </axis_vectors>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | required |
x_rotation | xs:double | required |
    Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.
    Total rotation around local x axis between start and end vector.
Source |
    <xs:element name="axis_vectors" type="line_axes_direction_vectors" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_axes_direction_vectors / start_vector

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="start_vector" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_axes_direction_vectors / end_vector

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="end_vector" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / sections

Namespace | No namespace
Annotations |
    Definice průřezů po délce prutu v případě náběhu.
    Definition of sections along the member in case of tapered beam.
Diagram |
Type | sections_type
Properties |
content | complex
minOccurs | 0
Model | part+
Children | part
Instance |
    <sections>
      <part distance_end="" distance_start="" id="" section_end="" section_start="">{1,unbounded}</part>
    </sections>
Source |
    <xs:element name="sections" type="sections_type" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice průřezů po délce prutu v případě náběhu.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of sections along the member in case of tapered beam.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / member_eccentricities

Namespace | No namespace
Annotations |
    Definice excentricit po délce prutu.
    Definition of eccentrities along the member.
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice excentricit po délce prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of eccentrities along the member.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / warping_supports

Namespace | No namespace
Annotations |
    Definice deplanačních podpor.
    Definition of warping supports.
Diagram |
Type | warping_supports_type
Properties |
content | complex
minOccurs | 0
Model | warping_support+
Children | warping_support
Instance |
    <warping_supports>
      <warping_support distance="" id="" rigid="" value="">{1,unbounded}</warping_support>
    </warping_supports>
Source |
    <xs:element name="warping_supports" type="warping_supports_type" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice deplanačních podpor.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of warping supports.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / segment

Namespace | No namespace
Annotations |
    Definice segmentů na prutu. Pozor, nelze kombinovat se sections nebo member_eccentricities!
    Definition of segments along the member. Warning, cannot be combined with sections or member_eccentricities!
Diagram |
Type | segment_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axis_z_direction{0,1} , axis_vectors{0,1} , sections{0,1} , member_eccentricities{0,1}
Children | axis_vectors, axis_z_direction, member_eccentricities, sections
Instance |
    <segment distance_end="" distance_start="" end_node="" section="" start_node="">
      <axis_z_direction x="" y="" z="">{0,1}</axis_z_direction>
      <axis_vectors axis="" x_rotation="">{0,1}</axis_vectors>
      <sections>{0,1}</sections>
      <member_eccentricities>{0,1}</member_eccentricities>
    </segment>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Relativní pozice, ve které končí segment
    Relative position where segment ends.
distance_start | relative | optional |
    Relativní pozice, ve které začíná segment
    Relative position where segment starts.
end_node | reference | required |
    Číslo uzlu, ve kterém končí segment
    Number of the node where segment ends.
section | reference | optional |
    Reference na průřez.
    Reference to the section.
start_node | reference | required |
    Číslo uzlu, ve kterém začíná segment
    Number of the node where segment starts.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="segment" type="segment_type" maxOccurs="unbounded" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice segmentů na prutu. Pozor, nelze kombinovat se sections nebo member_eccentricities!</xs:documentation>
        <xs:documentation xml:lang="en">Definition of segments along the member. Warning, cannot be combined with sections or member_eccentricities!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element segment_type / axis_z_direction

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axis_z_direction" type="vector_3d" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element segment_type / axis_vectors

Namespace | No namespace
Diagram |
Type | line_axes_direction_vectors
Properties |
content | complex
minOccurs | 0
Model | start_vector , end_vector
Children | end_vector, start_vector
Instance |
    <axis_vectors axis="" x_rotation="">
      <start_vector x="" y="" z="">{1,1}</start_vector>
      <end_vector x="" y="" z="">{1,1}</end_vector>
    </axis_vectors>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | required |
x_rotation | xs:double | required |
    Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.
    Total rotation around local x axis between start and end vector.
Source |
    <xs:element name="axis_vectors" type="line_axes_direction_vectors" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element segment_type / sections

Namespace | No namespace
Annotations |
    Definice průřezů po délce segmentu.
    Definition of sections along the segment.
Diagram |
Type | sections_type
Properties |
content | complex
minOccurs | 0
Model | part+
Children | part
Instance |
    <sections>
      <part distance_end="" distance_start="" id="" section_end="" section_start="">{1,unbounded}</part>
    </sections>
Source |
    <xs:element name="sections" type="sections_type" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice průřezů po délce segmentu.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of sections along the segment.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element segment_type / member_eccentricities

Namespace | No namespace
Annotations |
    Definice excentricit po délce segmentu.
    Definition of eccentrities along the segment.
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice excentricit po délce segmentu.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of eccentrities along the segment.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / node_on_member

Namespace | No namespace
Diagram |
Type | node_on_member
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / pile

Namespace | No namespace
Annotations |
    Definice piloty.
    Pile definition.
Diagram |
Type | pile_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
angles_count | integer_positive | optional |
    Počet ůhlů v růžici.
    Count of angles in the rosette.
diameter | xs:double | optional |
    Průměr piloty.
    Pile diameter.
line | reference | optional |
    Reference na linii, na kterou bude napojena růžice.
    Reference to the line to which the rosette is connected.
spikes_section | reference | optional |
    Průřez použitý na růžice.
    Section used on the spikes.
Source |
    <xs:element name="pile" type="pile_type" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice piloty.</xs:documentation>
        <xs:documentation xml:lang="en">Pile definition.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_beam / tendon

Namespace | No namespace
Annotations |
    Definice připojovaných tendonů.
    Definition of attached tendons.
Diagram |
Type | integrate_line_to_line
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | start{0,1} , along{0,1} , end{0,1}
Children | along, end, start
Instance |
    <tendon ref="">
      <start>{0,1}</start>
      <along>{0,1}</along>
      <end>{0,1}</end>
    </tendon>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Číslo integrovaného 1d objektu.
    Number of intergated 1d object.
Source |
    <xs:element name="tendon" type="integrate_line_to_line" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice připojovaných tendonů.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of attached tendons.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_rigid / member_eccentricities

Namespace | No namespace
Annotations |
    Definice excentricit po délce prutu.
    Definition of eccentrities along the member.
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice excentricit po délce prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of eccentrities along the member.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_rigid / node_on_member

Namespace | No namespace
Diagram |
Type | node_on_member
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_truss / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_truss / node_on_member

Namespace | No namespace
Diagram |
Type | node_on_member
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_truss_n / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_tension / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_compression / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_buckling / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities_base
Properties |
content | complex
minOccurs | 0
Model | part+ , dummy{0,0}
Children | dummy, part
Instance |
    <member_eccentricities>
      <part distance_end="" distance_start="" id="" x_0="" x_1="" y_0="" y_1="" z_0="" z_1="">{1,unbounded}</part>
      <dummy>{0,0}</dummy>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_buckling / node_on_member

Namespace | No namespace
Diagram |
Type | node_on_member
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_cable / node_on_member

Namespace | No namespace
Diagram |
Type | node_on_member
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_type_spring / diagram

Namespace | No namespace
Diagram |
Type | spring_diagram
Type hierarchy | spring_base spring_diagram
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Model | diagram_force_displacement
Children | diagram_force_displacement
Instance |
    <diagram material="" material_visco_parameter="" rigid="" value="">
      <diagram_force_displacement>{1,1}</diagram_force_displacement>
    </diagram>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="diagram" type="spring_diagram" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_diagram / diagram_force_displacement

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surfaces / surface_settings

Namespace | No namespace
Diagram |
Type | surface_set
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
membranes_act_in_compression | xs:boolean | optional |
    Má membrána působit pouze v tlaku?: false = ne, true = ano, default = false.
    Should the membrane act only in compression?: false = no, true = yes, default = false.
number_of_integration_points | integer_positive | optional |
    Nelze použít pro průřez zadaný maticí a vrstevnatý průřez (musí se zadat každé vrstvě).
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
    Cannot be used for matrix defined cross section and layered cross section (must be specified for each layer).
    Allowed values: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. For a planar element, determine the number of integration points in the layer [-]. By default, 9 integration points are set.
    If only one integration point is set, then the bending stiffnesses cannot be integrated correctly (D11:D33 = 0).
    The setting of one integration point can only be used for the shell model (MODEL = 3) if the input corresponds to the wall stress.
quadrature_type | quadrature_type | optional |
    Přípustné hodnoty: {1, 2, 3, 4, 5}, [-].Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
    Allowed values: {1, 2, 3, 4, 5}, [-]. Type of approximation (quadrature): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
save_results_in_all_integration_points | xs:boolean | optional |
    Pro plošný prvek určí v kolika integračních bodech přes tloušťku prvku se zapíší výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr.
    False =  Standardní nastavení. Zapíší se výsledky jen ve 3 integračních bodech vrstvy (horní líc vrstvy, střed vrstvy a dolní líc vrstvy).
    True = Výsledky se zapisují ve všech integračních bodech vrstvy, pro které byl proveden výpočet (PNL_NUMBER_INT_POINTS_LAYER, až 19 integračních bodů).
    Pro model stěna (MODEL = 2) nebo je-li vynucen jeden integrační bod přes celou tloušťku plošného prvku (PNL_NUMBER_INT_POINTS_LAYER = 1) tak se výsledky zapíší v jednom integračním bodu přes tloušťku prvku.
stabilization_element_material_linear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.
stabilization_element_material_nonlinear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s nelineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with non-linear material.
Source |
    <xs:element name="surface_settings" type="surface_set" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surfaces / surface

Namespace | No namespace
Diagram |
Type | surface_base
Properties |
content | complex
maxOccurs | unbounded
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Instance |
    <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">
      <geometry_definition definition_lines="" reverse_lines="">{0,1}</geometry_definition>
      <line_hinge id="" lines="" release_type="">{0,unbounded}</line_hinge>
      <axes_rotation additional_rotation="">{0,unbounded}</axes_rotation>
      <intersection_definition nodes_lines="">{0,unbounded}</intersection_definition>
    </surface>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:element name="surface" type="surface_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_rotated_geometry_definition / axis_node_origin

Namespace | No namespace
Annotations |
    Bod na počátku osy rotace.
    Origin point of rotation axis.
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axis_node_origin" type="point_3d">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bod na počátku osy rotace.</xs:documentation>
        <xs:documentation xml:lang="en">Origin point of rotation axis.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_rotated_geometry_definition / vector_rotation

Namespace | No namespace
Annotations |
    Směrový vektor osy rotace (jednotkový).
    Axis rotation vector (unit).
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector_rotation" type="vector_3d">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Směrový vektor osy rotace (jednotkový).</xs:documentation>
        <xs:documentation xml:lang="en">Axis rotation vector (unit).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_nurbs_geometry_definition / control_point_nurbs

Namespace | No namespace
Annotations |
    Kontrolní body NURBS plochy.
    Control points of NURBS surface.
Diagram |
Type | control_point_nurbs
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
weight | double_non_negative | required |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="control_point_nurbs" type="control_point_nurbs" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Kontrolní body NURBS plochy.</xs:documentation>
        <xs:documentation xml:lang="en">Control points of NURBS surface.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_two_vector / vector_1

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector_1" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_two_vector / vector_2

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector_2" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_point_and_vector / vector

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_point_and_vector / point

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_two_point / point_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_axes_rotation_two_point / point_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axis_rotation_to_point / point_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axis_rotation_to_point / point_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axis_rotation_parallel_to_coordinate_system / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 1
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_parallel_to_surface / vector

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_nonparallel_to_line / point_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_nonparallel_to_line / point_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_to_vector_in_plane / vector

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_to_vector_in_plane_defined_by_point / point

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_to_vector_in_plane_normal_to_line / point_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element axes_rotation_to_vector_in_plane_normal_to_line / point_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part_select_base / selection

Namespace | No namespace
Diagram |
Properties |
content | complex
Model | plane
Children | plane
Instance |
    <selection direction="">
      <plane>{1,1}</plane>
    </selection>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
Source |
    <xs:element name="selection">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="plane" type="projection_plane_base"/>
        </xs:sequence>
        <xs:attribute name="direction" type="translation_direction" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part_select_base / selection / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part_region / selection

Namespace | No namespace
Diagram |
Properties |
content | complex
Model | plane
Children | plane
Instance |
    <selection direction="">
      <plane>{1,1}</plane>
    </selection>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
Source |
    <xs:element name="selection">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="plane" type="projection_plane_base"/>
        </xs:sequence>
        <xs:attribute name="direction" type="translation_direction" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part_region / selection / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part / elements

Namespace | No namespace
Diagram |
Type | finite_element_data_2d_center_section
Type hierarchy | finite_element_data_block_element_base finite_element_data_2d_center_section
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
id | id | required |
section | reference | required |
Source |
    <xs:element name="elements" type="finite_element_data_2d_center_section" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_part / regions

Namespace | No namespace
Annotations |
    Zatím nepodporovaný (do budoucna).
    Not supported yet (in future).
Diagram |
Type | surface_part_region
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | selection
Children | selection
Instance |
    <regions alfa="" ez="" section="">
      <selection direction="">{1,1}</selection>
    </regions>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
section | reference | required |
Source |
    <xs:element name="regions" type="surface_part_region" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zatím nepodporovaný (do budoucna).</xs:documentation>
        <xs:documentation xml:lang="en">Not supported yet (in future).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_type_standard / nonlinearity

Namespace | No namespace
Diagram |
Type | surface_nonlinearity_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Source |
    <xs:element name="nonlinearity" type="surface_nonlinearity_base" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_type_standard / part

Namespace | No namespace
Diagram |
Type | surface_part
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | elements* , regions*
Children | elements, regions
Instance |
    <part>
      <elements alfa="" elem="" ez="" id="" section="">{0,unbounded}</elements>
      <regions alfa="" ez="" section="">{0,unbounded}</regions>
    </part>
Source |
    <xs:element name="part" type="surface_part" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_sections / surface_section

Namespace | No namespace
Diagram |
Type | surface_section_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Source |
    <xs:element name="surface_section" type="surface_section_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_variable_circle / center_circle

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="center_circle" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_stiffness_matrix / stiffness_matrix

Namespace | No namespace
Diagram |
Type | surface_stiffness_matrix_type
Properties |
content | complex
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_non_negative | required |
d12 | xs:double | required |
d13 | xs:double | required |
d16 | xs:double | required |
d17 | xs:double | required |
d18 | xs:double | required |
d22 | double_non_negative | required |
d23 | xs:double | required |
d27 | xs:double | required |
d28 | xs:double | required |
d33 | double_non_negative | required |
d38 | xs:double | required |
d44 | double_non_negative | required |
d45 | xs:double | required |
d55 | double_non_negative | required |
d66 | double_non_negative | required |
d67 | xs:double | required |
d68 | xs:double | required |
d77 | double_non_negative | required |
d78 | xs:double | required |
d88 | double_non_negative | required |
rotation_z_axis | xs:double | required |
    Úhel k hlavním osám (alfa_12).
    Angle to the main axes.
Source |
    <xs:element name="stiffness_matrix" type="surface_stiffness_matrix_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_laminated / layers

Namespace | No namespace
Diagram |
Properties |
content | complex
Model | layer+
Children | layer
Instance |
    <layers shear_coupling_deactivation="">
      <layer direction="" id="" material="" material_initial_strain="" material_visco_parameter="" number_of_integration_points="" quadrature_type="" reinforcement_diameter="" thickness="" z_location="">{1,unbounded}</layer>
    </layers>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
shear_coupling_deactivation | xs:boolean | optional |
    Deaktivace smykového spojení vrstev. Pro všechny vrstvy.
    Deactivation of shear coupling between layers.
Source |
    <xs:element name="layers">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="layer" type="surface_section_laminated_layer" minOccurs="1" maxOccurs="unbounded"/>
        </xs:sequence>
        <xs:attribute name="shear_coupling_deactivation" type="xs:boolean" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Deaktivace smykového spojení vrstev. Pro všechny vrstvy.</xs:documentation>
            <xs:documentation xml:lang="en">Deactivation of shear coupling between layers.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_laminated / layers / layer

Namespace | No namespace
Diagram |
Type | surface_section_laminated_layer
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
direction | xs:double | required |
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
number_of_integration_points | integer_positive | optional |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
quadrature_type | quadrature_type | optional |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
reinforcement_diameter | double_positive | optional |
thickness | double_positive | required |
z_location | xs:double | required |
Source |
    <xs:element name="layer" type="surface_section_laminated_layer" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element releases_base / eccentricity

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="point_3d" maxOccurs="unbounded" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element releases_base / rotation

Namespace | No namespace
Annotations |
    Přepisuje rotaci definovanou v typu uvolnění. Pozor, rotace nodal_release musí být definovaná zde nebo u typu!
    Overrides the rotation defined in the release type. Note that the rotation of nodal_release must be defined here or in the release type!
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přepisuje rotaci definovanou v typu uvolnění. Pozor, rotace nodal_release musí být definovaná zde nebo u typu!</xs:documentation>
        <xs:documentation xml:lang="en">Overrides the rotation defined in the release type. Note that the rotation of nodal_release must be defined here or in the release type!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element releases_base / additional_rotation

Namespace | No namespace
Annotations |
    Aditivní natočení, prováděné jako poslední.
    Additional rotation, performed last.
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="additional_rotation" type="rotation_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Aditivní natočení, prováděné jako poslední.</xs:documentation>
        <xs:documentation xml:lang="en">Additional rotation, performed last.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_releases / surface_release

Namespace | No namespace
Diagram |
Type | surface_release
Type hierarchy | releases_base surface_release
Properties |
content | complex
maxOccurs | unbounded
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1}
Children | additional_rotation, eccentricity, rotation
Instance |
    <surface_release control_object="" id="" local_axis="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">
      <eccentricity x="" y="" z="">{0,unbounded}</eccentricity>
      <rotation>{0,1}</rotation>
      <additional_rotation>{0,1}</additional_rotation>
    </surface_release>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
local_axis | surface_release_local_axis | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:element name="surface_release" type="surface_release" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_types / surface_release_type

Namespace | No namespace
Diagram |
Type | surface_release_type
Properties |
content | complex
maxOccurs | unbounded
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1}
Children | translation_x, translation_y, translation_z
Instance |
    <surface_release_type id="">
      <translation_x material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_x>
      <translation_y material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_y>
      <translation_z material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_z>
    </surface_release_type>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="surface_release_type" type="surface_release_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_type / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_type / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_type / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_releases / line_release

Namespace | No namespace
Diagram |
Type | line_release
Type hierarchy | releases_base line_release
Properties |
content | complex
maxOccurs | unbounded
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1} , rotation_z_axis_perpendicular_to_surface{0,1} , rotation_help_node{0,1} , rotation_angle{0,1}
Children | additional_rotation, eccentricity, rotation, rotation_angle, rotation_help_node, rotation_z_axis_perpendicular_to_surface
Instance |
    <line_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">
      <eccentricity x="" y="" z="">{0,unbounded}</eccentricity>
      <rotation>{0,1}</rotation>
      <additional_rotation>{0,1}</additional_rotation>
      <rotation_z_axis_perpendicular_to_surface>{0,1}</rotation_z_axis_perpendicular_to_surface>
      <rotation_help_node axis="" rotation_angle="" x="" y="" z="">{0,1}</rotation_help_node>
      <rotation_angle angle="">{0,1}</rotation_angle>
    </line_release>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:element name="line_release" type="line_release" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release / rotation_z_axis_perpendicular_to_surface

Namespace | No namespace
Diagram |
Type | reference
Properties |
content | simple
minOccurs | 0
Source |
    <xs:element name="rotation_z_axis_perpendicular_to_surface" type="reference" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release / rotation_help_node

Namespace | No namespace
Diagram |
Type | rotation_help_node
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | optional |
rotation_angle | xs:double | optional |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release / rotation_angle

Namespace | No namespace
Annotations |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
Diagram |
Type | rotation_angle
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
Source |
    <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení liniového uvolnění kolem lokální osy x [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation line release around the local x-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_types / line_release_type

Namespace | No namespace
Diagram |
Type | line_release_type
Properties |
content | complex
maxOccurs | unbounded
Model | pile_definition{0,1} , translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1}
Children | phi_x, phi_y, phi_z, pile_definition, translation_x, translation_y, translation_z
Instance |
    <line_release_type id="">
      <pile_definition distance_type="" member="">{0,1}</pile_definition>
      <translation_x material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_x>
      <translation_y material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_y>
      <translation_z material="" material_visco_parameter="" rigid="" value="">{0,1}</translation_z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <phi_y material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_y>
      <phi_z material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_z>
    </line_release_type>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="line_release_type" type="line_release_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / pile_definition

Namespace | No namespace
Diagram |
Type | pile_definition
Properties |
content | complex
minOccurs | 0
Model | input+
Children | input
Instance |
    <pile_definition distance_type="" member="">
      <input diameter="" distance="" poisson_ratio="" shear_stiffness="" shear_strength="">{1,unbounded}</input>
    </pile_definition>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_type | distance_type | required |
member | reference | required |
Source |
    <xs:element name="pile_definition" type="pile_definition" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element pile_definition / input

Namespace | No namespace
Diagram |
Type | pile_component
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diameter | xs:double | required |
distance | xs:double | required |
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
shear_stiffness | xs:double | required |
shear_strength | xs:double | required |
Source |
    <xs:element name="input" type="pile_component" minOccurs="1" maxOccurs="unbounded">
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_type / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element node_releases / node_release

Namespace | No namespace
Diagram |
Type | node_release
Type hierarchy | releases_base node_release
Properties |
content | complex
maxOccurs | unbounded
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1}
Children | additional_rotation, eccentricity, rotation
Instance |
    <node_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">
      <eccentricity x="" y="" z="">{0,unbounded}</eccentricity>
      <rotation>{0,1}</rotation>
      <additional_rotation>{0,1}</additional_rotation>
    </node_release>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:element name="node_release" type="node_release" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element node_release_types / node_release_type

Namespace | No namespace
Diagram |
Type | member_hinge_type
Properties |
content | complex
maxOccurs | unbounded
Model | x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , rotation{0,1} , warping{0,1}
Children | phi_x, phi_y, phi_z, rotation, warping, x, y, z
Instance |
    <node_release_type id="" note="">
      <x material="" material_visco_parameter="" rigid="" value="">{0,1}</x>
      <y material="" material_visco_parameter="" rigid="" value="">{0,1}</y>
      <z material="" material_visco_parameter="" rigid="" value="">{0,1}</z>
      <phi_x material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_x>
      <phi_y material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_y>
      <phi_z material="" material_visco_parameter="" rigid="" value="">{0,1}</phi_z>
      <rotation>{0,1}</rotation>
      <warping material="" material_visco_parameter="" rigid="" value="">{0,1}</warping>
    </node_release_type>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="node_release_type" type="member_hinge_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_contacts / surface_contact

Namespace | No namespace
Diagram |
Type | surface_contact
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contact_type | reference | required |
id | id | required |
independent_mesh_master_surfaces | surface_contact_independent | optional |
    Indikace využití nezávislé sítě a určení řídící plochy pro síť.
    Indication of independent mesh usage and determination of the control surface for the mesh.
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.
    Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.
surface1 | references | required |
surface2 | references | required |
Source |
    <xs:element name="surface_contact" type="surface_contact" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element k_contacts / k_contact

Namespace | No namespace
Diagram |
Type | k_contact
Properties |
content | complex
maxOccurs | unbounded
Model | master+ , slave+
Children | master, slave
Instance |
    <k_contact direction="" id="">
      <master dimension="" material_density_per_dimension="" ref="">{1,unbounded}</master>
      <slave dimension="" material_density_per_dimension="" ref="">{1,unbounded}</slave>
    </k_contact>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
id | id | required |
Source |
    <xs:element name="k_contact" type="k_contact" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element k_contact / master

Namespace | No namespace
Diagram |
Type | k_contact_entity
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dimension | xs:unsignedInt | required |
material_density_per_dimension | double_positive | required |
ref | reference | required |
Source |
    <xs:element name="master" type="k_contact_entity" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element k_contact / slave

Namespace | No namespace
Diagram |
Type | k_contact_entity
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dimension | xs:unsignedInt | required |
material_density_per_dimension | double_positive | required |
ref | reference | required |
Source |
    <xs:element name="slave" type="k_contact_entity" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element general_contacts / global_contact

Namespace | No namespace
Diagram |
Type | global_contact_type
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Default | Use |
--- | --- | --- | --- | ---
direction | direction |  | optional |
gap | xs:double |  | optional |
master_elements | references |  | optional |
master_macro_type | contact_entity |  | optional |
master_macros | references |  | optional |
master_type | contact_entity |  | required |
method | general_contact_method |  | required |
penalty_stiffness | double_non_negative |  | optional |
positive_direction | xs:boolean | true | optional |
slave_elements | references |  | optional |
slave_macro_type | contact_entity |  | optional |
slave_macros | references |  | optional |
slave_type | contact_entity |  | required |
Source |
    <xs:element name="global_contact" type="global_contact_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element hanging_nodes_type / connection

Namespace | No namespace
Diagram |
Type | hanging_nodes_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="connection" type="hanging_nodes_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_connections_type / connection

Namespace | No namespace
Diagram |
Type | line_connection_base
Properties |
content | complex
maxOccurs | unbounded
Model | location{0,1} , rotation{0,1}
Children | location, rotation
Instance |
    <connection id="" ignore_distance="" master_line="" master_line_part="" slave_line="" slave_line_part="">
      <location>{0,1}</location>
      <rotation>{0,1}</rotation>
    </connection>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
ignore_distance | xs:boolean | optional |
    Ignoruje se vzdálenost mezi propojenými entitami.
    Distance between connected objects is ignored.
master_line | reference | required |
master_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena se slave částí.
    Relative part of line that is used in the connection.
slave_line | reference | required |
slave_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena s master částí.
    Relative part of line that is used in the connection.
Source |
    <xs:element name="connection" type="line_connection_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_connection_base / location

Namespace | No namespace
Diagram |
Type | line_connections_location_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="location" type="line_connections_location_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_connection_base / rotation

Namespace | No namespace
Diagram |
Type | line_connection_rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="line_connection_rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_connection_weld / material

Namespace | No namespace
Diagram |
Type | line_connection_weld_material_base
Properties |
content | complex
Source |
    <xs:element name="material" type="line_connection_weld_material_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element radial_connections_type / node_to_line

Namespace | No namespace
Diagram |
Type | radial_connection_base
Properties |
content | complex
maxOccurs | unbounded
Model | line_release{0,1}
Children | line_release
Instance |
    <node_to_line id="">
      <line_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">{0,1}</line_release>
    </node_to_line>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="node_to_line" type="radial_connection_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element radial_connection_base / line_release

Namespace | No namespace
Diagram |
Type | line_release
Type hierarchy | releases_base line_release
Properties |
content | complex
minOccurs | 0
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1} , rotation_z_axis_perpendicular_to_surface{0,1} , rotation_help_node{0,1} , rotation_angle{0,1}
Children | additional_rotation, eccentricity, rotation, rotation_angle, rotation_help_node, rotation_z_axis_perpendicular_to_surface
Instance |
    <line_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">
      <eccentricity x="" y="" z="">{0,unbounded}</eccentricity>
      <rotation>{0,1}</rotation>
      <additional_rotation>{0,1}</additional_rotation>
      <rotation_z_axis_perpendicular_to_surface>{0,1}</rotation_z_axis_perpendicular_to_surface>
      <rotation_help_node axis="" rotation_angle="" x="" y="" z="">{0,1}</rotation_help_node>
      <rotation_angle angle="">{0,1}</rotation_angle>
    </line_release>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:element name="line_release" type="line_release" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element connections_type / connection

Namespace | No namespace
Diagram |
Type | connection_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connection_type | connection_type | required |
    První hodnota odpovídá master_object a druhá hodnota odpovídá slave_object.
    The first value corresponds to the master_object and the second value corresponds to the slave_object.
id | id | required |
master_object | reference | required |
slave_object | reference | required |
Source |
    <xs:element name="connection" type="connection_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_constraints / constraint

Namespace | No namespace
Diagram |
Type | nodal_constraint_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_node | reference | optional |
    Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).
    Central node is the main connection node (all is connected to it).
id | id | required |
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="constraint" type="nodal_constraint_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element diaphragm_constraint / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element equal_condition_constraint / constraint_condition

Namespace | No namespace
Diagram |
Type | constraint_condition
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
Source |
    <xs:element name="constraint_condition" type="constraint_condition" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rigid_body_constraint / hinges

Namespace | No namespace
Annotations |
    Umožňuje zadání kloubů na vybrané entity.
    Enables to define hinges at the selected entities.
Diagram |
Type | rigid_body_constraint_hinges
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="hinges" type="rigid_body_constraint_hinges" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Umožňuje zadání kloubů na vybrané entity.</xs:documentation>
        <xs:documentation xml:lang="en">Enables to define hinges at the selected entities.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solids / solid_settings

Namespace | No namespace
Annotations |
    Nastavení těles pro celý model.
Diagram |
Type | solid_set
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
stabilization_element_material_linear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.
stabilization_element_material_nonlinear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1.2e+6, Pro prvky s nelineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1.2e+6, For elements with non-linear material.
without_rotation_dofs | xs:boolean | optional |
    Použijí se solidy bez rotačních stupňů volnosti.
    Solids without rotation degrees of freedom are used.
Source |
    <xs:element name="solid_settings" type="solid_set" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nastavení těles pro celý model.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solids / solid

Namespace | No namespace
Diagram |
Type | solid_base
Properties |
content | complex
maxOccurs | unbounded
Model | axes_rotation{0,1}
Children | axes_rotation
Instance |
    <solid definition_surfaces="" id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_solids_independent="" integrated_surfaces="" integrated_surfaces_independent="" note="">
      <axes_rotation axes_definition="">{0,1}</axes_rotation>
    </solid>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_surfaces | references | required |
    Čísla definičních ploch tělesa.
    Numbers definition surfaces solid.
id | id | required |
integrated_lines | references | optional |
    Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated lines into solid. Lines are part of solid mesh. Optional attribute.
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
    Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.
integrated_nodes_independent | references | optional |
integrated_solids_independent | references | optional |
integrated_surfaces | references | optional |
    Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:element name="solid" type="solid_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_base / axes_rotation

Namespace | No namespace
Annotations |
    Natočení lokálních os tělesa. Nepovinný atribut.
    Rotation of local solid axes. Optional attribute.
Diagram |
Type | solid_axes_rotation_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
Source |
    <xs:element name="axes_rotation" type="solid_axes_rotation_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení lokálních os tělesa. Nepovinný atribut.</xs:documentation>
        <xs:documentation xml:lang="en">Rotation of local solid axes. Optional attribute.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element soilin_model_calculate / start_parameters

Namespace | No namespace
Annotations |
    5 hodnot startovací parametry C – pokuď
    Calculation subsoil using soil.
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
c1_x | xs:double | required |
    Defaultní hodnota: 1.000e+007.
    Default value: 1.000e+007.
c1_y | xs:double | required |
    Defaultní hodnota: 5.000e+006.
    Default value: 5.000e+006.
c1_z | xs:double | required |
    Defaultní hodnota: 5.000e+006.
    Default value: 5.000e+006.
c2_x | xs:double | required |
    Defaultní hodnota: 1.000e+006.
    Default value: 1.000e+006.
c2_y | xs:double | required |
    Defaultní hodnota: 1.000e+006.
    Default value: 1.000e+006.
Source |
    <xs:element name="start_parameters" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">5 hodnot startovací parametry C – pokuď</xs:documentation>
        <xs:documentation xml:lang="en">Calculation subsoil using soil.</xs:documentation>
      </xs:annotation>
      <xs:complexType>
        <xs:attribute name="c1_x" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+007.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.000e+007.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c1_y" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 5.000e+006.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 5.000e+006.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c1_z" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 5.000e+006.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 5.000e+006.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c2_x" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+006.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.000e+006.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c2_y" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+006.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.000e+006.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_model_calculate / safety_factor_calculation

Namespace | No namespace
Diagram |
Type | geotechnical_safety_factor_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="safety_factor_calculation" type="geotechnical_safety_factor_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element assign_stiffness / surface_models_coefficients

Namespace | No namespace
Annotations |
    Coeficienty pro jednotlivé hodnoty.
    Coefficients for individual values.
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
c1_x | xs:double | required |
    Defaultní hodnota: 1.0.
    Default value: 1.0.
c1_y | xs:double | required |
    Defaultní hodnota: 1.0.
    Default value: 1.0.
c1_z | xs:double | required |
    Defaultní hodnota: 1.0.
    Default value: 1.0.
c2_x | xs:double | required |
    Defaultní hodnota: 1.0.
    Default value: 1.0.
c2_y | xs:double | required |
    Defaultní hodnota: 1.0.
    Default value: 1.0.
Source |
    <xs:element name="surface_models_coefficients" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Coeficienty pro jednotlivé hodnoty.</xs:documentation>
        <xs:documentation xml:lang="en">Coefficients for individual values.</xs:documentation>
      </xs:annotation>
      <xs:complexType>
        <xs:attribute name="c1_x" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c1_y" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c1_z" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c2_x" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="c2_y" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
            <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_surface / nodes

Namespace | No namespace
Diagram |
Type | nodes_xy
Properties |
content | complex
maxOccurs | unbounded
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" x="" y="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes_xy" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_surface / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
minOccurs | 0
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_surface / openings

Namespace | No namespace
Diagram |
Type | openings
Properties |
content | complex
minOccurs | 0
Model | opening+
Children | opening
Instance |
    <openings>
      <opening id="">{1,unbounded}</opening>
    </openings>
Source |
    <xs:element name="openings" type="openings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_surface / surfaces

Namespace | No namespace
Diagram |
Type | surfaces_member_section
Properties |
content | complex
Model | surface*
Children | surface
Instance |
    <surfaces>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{0,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces_member_section"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_surface / values

Namespace | No namespace
Diagram |
Type | min_curvature_nodes
Properties |
content | complex
Model | node+
Children | node
Instance |
    <values control_intersections="">
      <node node="" z="">{1,unbounded}</node>
    </values>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
control_intersections | xs:boolean | optional |
    Kontrola proniků při generování více ploch nad sebou.
    Control of intersections during a generation of multiple surfaces above each other.
Source |
    <xs:element name="values" type="min_curvature_nodes"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element min_curvature_nodes / node

Namespace | No namespace
Diagram |
Type | min_curvature_node
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
z | array_of_double | required |
Source |
    <xs:element name="node" type="min_curvature_node" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_model / massive

Namespace | No namespace
Diagram |
Type | geotechnical_model_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | underground_water{0,1}
Children | underground_water
Instance |
    <massive id="">
      <underground_water>{0,1}</underground_water>
    </massive>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="massive" type="geotechnical_model_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_model_base / underground_water

Namespace | No namespace
Diagram |
Type | underground_water
Properties |
content | complex
minOccurs | 0
Model | surfaces* | values*
Children | surfaces, values
Instance |
    <underground_water>
      <surfaces from="" to="">{0,unbounded}</surfaces>
      <values from="" to="">{0,unbounded}</values>
    </underground_water>
Source |
    <xs:element name="underground_water" type="underground_water" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element underground_water / surfaces

Namespace | No namespace
Diagram |
Type | underground_water_by_surfaces
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
from | reference | required |
    Reference na první plochu.
    Reference to the first plane.
to | reference | required |
    Reference na druhou plochu.
    Reference to the second plane.
Source |
    <xs:element name="surfaces" type="underground_water_by_surfaces" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element underground_water / values

Namespace | No namespace
Diagram |
Type | underground_water_by_values
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
from | xs:double | required |
to | xs:double | required |
Source |
    <xs:element name="values" type="underground_water_by_values" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_solids / solid_geotechnic_map_mesh

Namespace | No namespace
Annotations |
    Bere se v potaz pokuď se generuje celý masiv jako jedno těleso. (mesh_as_one == true).
    .
Diagram |
Type | solid_geotechnic_map_mesh
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connect_down | xs:boolean | optional |
    Je -li true, tak se zahuštění dole připojí ke dnu masívu. Dno masívu v tom případě musí být tvořeno jednou plochou rovině, rovnoběžné s xy.
    .
connect_up | xs:boolean | optional |
    je -li true, tak se zahuštění nahoře připojí přímo k základovým deskám. Základové desky v tom případě musí ležet v rovině, rovnoběžné s xy. Je -li parametr false, tak horní vrstva zahuštění bude obdélníková síť v určité vzdálenosti pod základovými deskami.
    .
distance | xs:double | optional |
    vzdálenost horní vrstvy zahuštění od základových desek v případě, kdy connect_up je false.
    .
element_length | double_positive | optional |
    Zadaná požadovaná velikost prvku na základových deskách. Default: -1, pak se vyjde z aktuální velikosti prvku, vyplývající z globální délky nebo zahuštění na ploše.
    .
gradient | xs:double | optional |
    Hodnota (1, INF). Gradient zahuštění. Default: -1., pak se nepoužije gradient, ale velikost prvku se bude měnit lineárně. Může se také zadat hodnota 1., pak se gradient dopočítá tak, aby vznikly prvky, co nejvíce podobné krychlím.
    .
sphere | xs:boolean | optional |
    je -li true, tak zahuštění bude ve směru dolů postupně přecházet do tvaru kulové plochy. Pokud je tento parametr true, tak parametr connect_down se pokládá za false.
    .
surfaces | references | required |
    Seznam ploch, které tvoří základové desky.
    List of surfaces that make up the foundation plates.
Source |
    <xs:element name="solid_geotechnic_map_mesh" type="solid_geotechnic_map_mesh" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bere se v potaz pokuď se generuje celý masiv jako jedno těleso. (mesh_as_one == true).</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / nodes

Namespace | No namespace
Diagram |
Type | nodes
Properties |
content | complex
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" note="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
minOccurs | 0
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / openings

Namespace | No namespace
Diagram |
Type | openings
Properties |
content | complex
minOccurs | 0
Model | opening+
Children | opening
Instance |
    <openings>
      <opening id="">{1,unbounded}</opening>
    </openings>
Source |
    <xs:element name="openings" type="openings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / surfaces

Namespace | No namespace
Diagram |
Type | surfaces_member_section
Properties |
content | complex
Model | surface*
Children | surface
Instance |
    <surfaces>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{0,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces_member_section"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / soil_samples

Namespace | No namespace
Diagram |
Type | soil_samples
Properties |
content | complex
Model | soil_sample+
Children | soil_sample
Instance |
    <soil_samples>
      <soil_sample id="" terrain_z="" water_z="">{1,unbounded}</soil_sample>
    </soil_samples>
Source |
    <xs:element name="soil_samples" type="soil_samples"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element soil_samples / soil_sample

Namespace | No namespace
Diagram |
Type | soil_sample
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | soil_layer+
Children | soil_layer
Instance |
    <soil_sample id="" terrain_z="" water_z="">
      <soil_layer id="" material="" thickness="">{1,unbounded}</soil_layer>
    </soil_sample>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
terrain_z | xs:double | required |
water_z | xs:double | optional |
Source |
    <xs:element name="soil_sample" type="soil_sample" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element soil_sample / soil_layer

Namespace | No namespace
Annotations |
    Popis vrstev od shora směrem dolů.
    Layers description from top to the bottom.
Diagram |
Type | soil_layer
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
material | reference | required |
thickness | xs:double | required |
Source |
    <xs:element name="soil_layer" type="soil_layer" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Popis vrstev od shora směrem dolů.</xs:documentation>
        <xs:documentation xml:lang="en">Layers description from top to the bottom.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geotechnical_surfaces / geological_regions

Namespace | No namespace
Annotations |
    Později zapsaná geologická oblast překrývá dříve zapsané geologické oblasti dle ID.
Diagram |
Type | geological_regions
Properties |
content | complex
Model | geological_region+
Children | geological_region
Instance |
    <geological_regions>
      <geological_region bottom_layer_rigid="" deformation_depth="" id="" nodes="" result_nodes="" samples="" surfaces="">{1,unbounded}</geological_region>
    </geological_regions>
Source |
    <xs:element name="geological_regions" type="geological_regions">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Později zapsaná geologická oblast překrývá dříve zapsané geologické oblasti dle ID.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element geological_regions / geological_region

Namespace | No namespace
Diagram |
Type | geological_region
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bottom_layer_rigid | xs:boolean | optional |
    Existence nestlačitelného podloží pod poslední vrstvou (pouze pro soilin a pasternak - zaprocovává se). Default: false.
    .
deformation_depth | xs:double | optional |
    Omezení deformační hloubky pro jednotlivé regiony (pouze pro pasternak). Nejvyšší priorita v nastavení. Default: Celý masive.
    .
id | id | required |
nodes | references | required |
result_nodes | references | optional |
    Výsledkové uzly, v kterých jsou požadované výsledky/průběhy ze soilinu. Default: žádný uzel. Pro zadané sondy potřeba zapsat zad jsou požadovány výsledky (redukce velikosti souboru).
    .
samples | references | required |
surfaces | references | required |
Source |
    <xs:element name="geological_region" type="geological_region" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_gas_parameters / parameters

Namespace | No namespace
Diagram |
Type | solid_gas_parameter
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
pressure | xs:double | required |
temperature | xs:double | required |
Source |
    <xs:element name="parameters" type="solid_gas_parameter" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contact_solid_types / contact_type

Namespace | No namespace
Diagram |
Type | contact_solid_types_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:element name="contact_type" type="contact_solid_types_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_condensations / static_condensation

Namespace | No namespace
Diagram |
Type | static_condensation_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="static_condensation" type="static_condensation_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_condensation_slave_master / slave

Namespace | No namespace
Annotations |
    Slave entity.
    Slave entities.
Diagram |
Type | static_condensation_selestion
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
members | references | optional |
nodes | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="slave" type="static_condensation_selestion" minOccurs="1" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Slave entity.</xs:documentation>
        <xs:documentation xml:lang="en">Slave entities.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_condensation_slave_master / master

Namespace | No namespace
Annotations |
    Master entity (volitelně, jinak se určí automaticky).
    Master entities (optional, automatic detection otherwise).
Diagram |
Type | static_condensation_selestion
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
members | references | optional |
nodes | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="master" type="static_condensation_selestion" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Master entity (volitelně, jinak se určí automaticky).</xs:documentation>
        <xs:documentation xml:lang="en">Master entities (optional, automatic detection otherwise).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element reductions_for_modal_analysis / reduction_for_modal_analysis

Namespace | No namespace
Diagram |
Type | reduction_for_modal_analysis_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="reduction_for_modal_analysis" type="reduction_for_modal_analysis_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element improved_reduced_systems / improved_reduced_system

Namespace | No namespace
Diagram |
Type | improved_reduced_system_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node_coordinate
Children | node_coordinate
Instance |
    <improved_reduced_system id="">
      <node_coordinate x="" y="" z="">{1,1}</node_coordinate>
    </improved_reduced_system>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="improved_reduced_system" type="improved_reduced_system_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element improved_reduced_system_base / node_coordinate

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_coordinate" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element improved_reduced_system_delta / delta

Namespace | No namespace
Diagram |
Type | vector_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="delta" type="vector_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element reduction_mass_to_node_type / reduction_node

Namespace | No namespace
Diagram |
Type | reduction_mass_to_node
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
members | references | optional |
node_id_result | reference | required |
nodes | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="reduction_node" type="reduction_mass_to_node" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_scaffold / gap

Namespace | No namespace
Diagram |
Type | xs:double
Properties |
content | simple
Source |
    <xs:element name="gap" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_scaffold / exc_0

Namespace | No namespace
Diagram |
Type | xs:double
Properties |
content | simple
Source |
    <xs:element name="exc_0" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_scaffold / exc_max

Namespace | No namespace
Diagram |
Type | xs:double
Properties |
content | simple
Source |
    <xs:element name="exc_max" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_scaffold_hinge / diagram_force_displacement

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_scaffold_hinge_uy_uz / diagram_force_displacement

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spring_diagram_coupled / diagram_force_displacement

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plastic_rc_hinge / positive_moment_parameters

Namespace | No namespace
Diagram |
Type | plastic_rc_hinge_parameters
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_of_shear_force_variable | xs:double | required |
conforming_reinforcement_maximum_shear_force | xs:double | required |
reinforcement_ratio | xs:double | required |
yielding_moment | xs:double | required |
Source |
    <xs:element name="positive_moment_parameters" type="plastic_rc_hinge_parameters" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plastic_rc_hinge / negative_moment_parameters

Namespace | No namespace
Diagram |
Type | plastic_rc_hinge_parameters
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_of_shear_force_variable | xs:double | required |
conforming_reinforcement_maximum_shear_force | xs:double | required |
reinforcement_ratio | xs:double | required |
yielding_moment | xs:double | required |
Source |
    <xs:element name="negative_moment_parameters" type="plastic_rc_hinge_parameters" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element stiffness_diagram / diagram_force_spring_constant

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
Source |
    <xs:element name="diagram_force_spring_constant" type="diagram_xy_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_hinge_force_moment_diagram / diagram_force_positive_moment

Namespace | No namespace
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_force_positive_moment diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_force_positive_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_force_positive_moment" type="diagram_xy"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_hinge_force_moment_diagram / diagram_force_negative_moment

Namespace | No namespace
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
Model | node+
Children | node
Instance |
    <diagram_force_negative_moment diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </diagram_force_negative_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="diagram_force_negative_moment" type="diagram_xy"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_supports / nodal_support

Namespace | No namespace
Diagram |
Type | nodal_support_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:element name="nodal_support" type="nodal_support_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / dof_7

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="dof_7" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_general / eccentricity

Namespace | No namespace
Diagram |
Type | support_eccentricity
Properties |
content | complex
minOccurs | 0
Model | rotation{0,1}
Children | rotation
Instance |
    <eccentricity x="" y="" z="">
      <rotation>{0,1}</rotation>
    </eccentricity>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="support_eccentricity" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_base / circular

Namespace | No namespace
Diagram |
Type | nodal_support_column_circular
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diameter | double_positive | required |
Source |
    <xs:element name="circular" type="nodal_support_column_circular" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_base / rectangle

Namespace | No namespace
Diagram |
Type | nodal_support_column_rectangle
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
breadth | double_positive | required |
height | double_positive | required |
Source |
    <xs:element name="rectangle" type="nodal_support_column_rectangle" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_foundations / translation_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_foundations / translation_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_foundations / translation_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_foundations / shear_xz

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_xz" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_foundations / shear_yz

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="shear_yz" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / phi_x

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / phi_y

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / phi_z

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_column_nodal / dof_7

Namespace | No namespace
Diagram |
Type | spring_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:element name="dof_7" type="spring_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element individual_reference_temperatures / temperature

Namespace | No namespace
Diagram |
Type | individual_reference_temperature
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
value | xs:double | required |
Source |
    <xs:element name="temperature" type="individual_reference_temperature" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modifications / structure_modification

Namespace | No namespace
Diagram |
Type | structure_modification_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | materials{0,1} , member_sections{0,1} , nodes{0,1} , members{0,1} , surfaces{0,1} , solids{0,1} , contacts{0,1} , member_hinges{0,1} , line_hinges{0,1} , nodal_supports{0,1} , line_supports{0,1} , member_subsoils{0,1} , surface_subsoils{0,1} , deactivation{0,1} , deactivate_nonlinearities{0,1} , assign_temperature_from_load{0,1}
Children | assign_temperature_from_load, contacts, deactivate_nonlinearities, deactivation, line_hinges, line_supports, materials, member_hinges, member_sections, member_subsoils, members, nodal_supports, nodes, solids, surface_subsoils, surfaces
Instance |
    <structure_modification id="" note="">
      <materials>{0,1}</materials>
      <member_sections>{0,1}</member_sections>
      <nodes>{0,1}</nodes>
      <members>{0,1}</members>
      <surfaces>{0,1}</surfaces>
      <solids>{0,1}</solids>
      <contacts>{0,1}</contacts>
      <member_hinges>{0,1}</member_hinges>
      <line_hinges>{0,1}</line_hinges>
      <nodal_supports>{0,1}</nodal_supports>
      <line_supports>{0,1}</line_supports>
      <member_subsoils>{0,1}</member_subsoils>
      <surface_subsoils>{0,1}</surface_subsoils>
      <deactivation>{0,1}</deactivation>
      <deactivate_nonlinearities contacts="" line_hinges="" line_releases="" line_supports="" material_nonlinearity_models="" material_nonlinearity_models_for_materials="" member_hinges="" member_nonlinearities="" member_subsoils="" member_types="" nodal_releases="" nodal_supports="" surface_nonlinearity_types="" surface_subsoils="" temperature_dependencies="">{0,1}</deactivate_nonlinearities>
      <assign_temperature_from_load load_case="" load_combination="">{0,1}</assign_temperature_from_load>
    </structure_modification>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="structure_modification" type="structure_modification_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / materials

Namespace | No namespace
Diagram |
Type | material_modifications
Properties |
content | complex
minOccurs | 0
Model | material+
Children | material
Instance |
    <materials>
      <material refs="">{1,unbounded}</material>
    </materials>
Source |
    <xs:element name="materials" type="material_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element material_modifications / material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Diagram |
Type | material_modification_type_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="material" type="material_modification_type_base" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / member_sections

Namespace | No namespace
Diagram |
Type | section_modifications
Properties |
content | complex
minOccurs | 0
Model | section+
Children | section
Instance |
    <member_sections>
      <section area_shear_u_factor="" area_shear_v_factor="" axial_area_factor="" moment_of_bending_u_factor="" moment_of_bending_v_factor="" moment_of_inertia_torsion_factor="" refs="">{1,unbounded}</section>
    </member_sections>
Source |
    <xs:element name="member_sections" type="section_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element section_modifications / section

Namespace | No namespace
Diagram |
Type | section_modification_type
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
area_shear_u_factor | double_positive | optional |
area_shear_v_factor | double_positive | optional |
axial_area_factor | double_positive | optional |
moment_of_bending_u_factor | double_positive | optional |
moment_of_bending_v_factor | double_positive | optional |
moment_of_inertia_torsion_factor | double_positive | optional |
refs | references | required |
Source |
    <xs:element name="section" type="section_modification_type" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / nodes

Namespace | No namespace
Diagram |
Type | node_modifications
Properties |
content | complex
minOccurs | 0
Model | modification+
Children | modification
Instance |
    <nodes>
      <modification refs="">{1,unbounded}</modification>
    </nodes>
Source |
    <xs:element name="nodes" type="node_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element node_modifications / modification

Namespace | No namespace
Diagram |
Type | node_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="modification" type="node_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / members

Namespace | No namespace
Diagram |
Type | member_modifications
Properties |
content | complex
minOccurs | 0
Model | member+
Children | member
Instance |
    <members>
      <member refs="">{1,unbounded}</member>
    </members>
Source |
    <xs:element name="members" type="member_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_modifications / member

Namespace | No namespace
Annotations |
    Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).
    At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).
Diagram |
Type | member_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="member" type="member_modification_base" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).</xs:documentation>
        <xs:documentation xml:lang="en">At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / surfaces

Namespace | No namespace
Diagram |
Type | surface_modifications
Properties |
content | complex
minOccurs | 0
Model | surface+
Children | surface
Instance |
    <surfaces>
      <surface refs="">{1,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surface_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_modifications / surface

Namespace | No namespace
Annotations |
    Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).
    At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).
Diagram |
Type | surface_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="surface" type="surface_modification_base" minOccurs="1" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).</xs:documentation>
        <xs:documentation xml:lang="en">At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / solids

Namespace | No namespace
Diagram |
Type | solid_modifications
Properties |
content | complex
minOccurs | 0
Model | solid+
Children | solid
Instance |
    <solids>
      <solid refs="">{1,unbounded}</solid>
    </solids>
Source |
    <xs:element name="solids" type="solid_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_modifications / solid

Namespace | No namespace
Diagram |
Type | solid_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="solid" type="solid_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / contacts

Namespace | No namespace
Diagram |
Type | contacts_modification
Properties |
content | complex
minOccurs | 0
Model | node_releases* , line_releases* , surface_releases*
Children | line_releases, node_releases, surface_releases
Instance |
    <contacts>
      <node_releases ids="" types="">{0,unbounded}</node_releases>
      <line_releases ids="" types="">{0,unbounded}</line_releases>
      <surface_releases ids="" types="">{0,unbounded}</surface_releases>
    </contacts>
Source |
    <xs:element name="contacts" type="contacts_modification" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_modification / node_releases

Namespace | No namespace
Diagram |
Type | node_release_modification_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:element name="node_releases" type="node_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_modification / line_releases

Namespace | No namespace
Diagram |
Type | line_release_modification_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | line_hinge*
Children | line_hinge
Instance |
    <line_releases ids="" types="">
      <line_hinge specific_lines="" surface="">{0,unbounded}</line_hinge>
    </line_releases>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:element name="line_releases" type="line_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_modification_base / line_hinge

Namespace | No namespace
Diagram |
Type | line_hinge_reference
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:element name="line_hinge" type="line_hinge_reference" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_modification / surface_releases

Namespace | No namespace
Diagram |
Type | surface_release_modification_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:element name="surface_releases" type="surface_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / member_hinges

Namespace | No namespace
Diagram |
Type | member_hinge_modifications
Properties |
content | complex
minOccurs | 0
Model | member+
Children | member
Instance |
    <member_hinges>
      <member member_side="" refs="">{1,unbounded}</member>
    </member_hinges>
Source |
    <xs:element name="member_hinges" type="member_hinge_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_hinge_modifications / member

Namespace | No namespace
Diagram |
Type | member_hinge_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member_side | member_sides | optional |
refs | references | required |
Source |
    <xs:element name="member" type="member_hinge_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / line_hinges

Namespace | No namespace
Diagram |
Type | line_hinge_modifications
Properties |
content | complex
minOccurs | 0
Model | hinge+
Children | hinge
Instance |
    <line_hinges>
      <hinge specific_lines="" surface="">{1,unbounded}</hinge>
    </line_hinges>
Source |
    <xs:element name="line_hinges" type="line_hinge_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_hinge_modifications / hinge

Namespace | No namespace
Diagram |
Type | line_hinge_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:element name="hinge" type="line_hinge_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / nodal_supports

Namespace | No namespace
Diagram |
Type | nodal_support_modifications
Properties |
content | complex
minOccurs | 0
Model | support+
Children | support
Instance |
    <nodal_supports>
      <support refs="" rotation_phi_x_factor="" rotation_phi_y_factor="" rotation_phi_z_factor="" specific_nodes="" translation_x_factor="" translation_y_factor="" translation_z_factor="">{1,unbounded}</support>
    </nodal_supports>
Source |
    <xs:element name="nodal_supports" type="nodal_support_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_support_modifications / support

Namespace | No namespace
Diagram |
Type | nodal_support_modification_factor
Type hierarchy | nodal_support_modification_base nodal_support_modification_factor
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
specific_nodes | references | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:element name="support" type="nodal_support_modification_factor" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / line_supports

Namespace | No namespace
Diagram |
Type | line_support_modifications
Properties |
content | complex
minOccurs | 0
Model | line_support_modification+
Children | line_support_modification
Instance |
    <line_supports>
      <line_support_modification refs="" rotation_phi_x_factor="" rotation_phi_y_factor="" rotation_phi_z_factor="" specific_lines="" translation_x_factor="" translation_y_factor="" translation_z_factor="">{1,unbounded}</line_support_modification>
    </line_supports>
Source |
    <xs:element name="line_supports" type="line_support_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_support_modifications / line_support_modification

Namespace | No namespace
Diagram |
Type | line_support_modification_factor
Type hierarchy | line_support_modification_base line_support_modification_factor
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
specific_lines | references | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:element name="line_support_modification" type="line_support_modification_factor" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / member_subsoils

Namespace | No namespace
Diagram |
Type | member_subsoil_modifications
Properties |
content | complex
minOccurs | 0
Model | member+
Children | member
Instance |
    <member_subsoils>
      <member refs="">{1,unbounded}</member>
    </member_subsoils>
Source |
    <xs:element name="member_subsoils" type="member_subsoil_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_subsoil_modifications / member

Namespace | No namespace
Diagram |
Type | member_subsoil_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="member" type="member_subsoil_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / surface_subsoils

Namespace | No namespace
Diagram |
Type | surface_subsoil_modifications
Properties |
content | complex
minOccurs | 0
Model | surface+
Children | surface
Instance |
    <surface_subsoils>
      <surface refs="">{1,unbounded}</surface>
    </surface_subsoils>
Source |
    <xs:element name="surface_subsoils" type="surface_subsoil_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_subsoil_modifications / surface

Namespace | No namespace
Diagram |
Type | surface_subsoil_modification_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:element name="surface" type="surface_subsoil_modification_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / deactivation

Namespace | No namespace
Diagram |
Type | deactivation_type
Properties |
content | complex
minOccurs | 0
Model | nonlinearities{0,1} , nodes{0,1} , members{0,1} , surfaces{0,1} , solids{0,1} , contacts{0,1} , nodal_supports{0,1} , line_supports{0,1} , subsoil_on_members{0,1} , subsoil_on_surfaces{0,1} , member_section_physical_properties{0,1} , surface_section_layers{0,1} , surface_section_partial{0,1} , loads*
Children | contacts, line_supports, loads, member_section_physical_properties, members, nodal_supports, nodes, nonlinearities, solids, subsoil_on_members, subsoil_on_surfaces, surface_section_layers, surface_section_partial, surfaces
Instance |
    <deactivation>
      <nonlinearities contacts="" line_hinges="" line_releases="" line_supports="" material_nonlinearity_models="" material_nonlinearity_models_for_materials="" member_hinges="" member_nonlinearities="" member_subsoils="" member_types="" nodal_releases="" nodal_supports="" surface_nonlinearity_types="" surface_subsoils="" temperature_dependencies="">{0,1}</nonlinearities>
      <nodes refs="">{0,1}</nodes>
      <members refs="">{0,1}</members>
      <surfaces refs="">{0,1}</surfaces>
      <solids refs="">{0,1}</solids>
      <contacts>{0,1}</contacts>
      <nodal_supports>{0,1}</nodal_supports>
      <line_supports>{0,1}</line_supports>
      <subsoil_on_members refs="">{0,1}</subsoil_on_members>
      <subsoil_on_surfaces refs="">{0,1}</subsoil_on_surfaces>
      <member_section_physical_properties>{0,1}</member_section_physical_properties>
      <surface_section_layers>{0,1}</surface_section_layers>
      <surface_section_partial without_reference_plane_shift="">{0,1}</surface_section_partial>
      <loads free_load="" line_load="" member_load="" nodal_load="" solid_load="" specific_lc="" surface_load="">{0,unbounded}</loads>
    </deactivation>
Source |
    <xs:element name="deactivation" type="deactivation_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / nonlinearities

Namespace | No namespace
Diagram |
Type | deactivate_nonlinearities
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contacts | xs:boolean | optional |
line_hinges | xs:boolean | optional |
line_releases | xs:boolean | optional |
line_supports | xs:boolean | optional |
material_nonlinearity_models | xs:boolean | optional |
    Nelze kombinovat s material_nonlinearity_models_for_materials.
    Cannot be used with material_nonlinearity_models_for_materials.
material_nonlinearity_models_for_materials | references | optional |
    Nelze kombinovat s material_nonlinearity_models.
    Cannot be used with material_nonlinearity_models.
member_hinges | xs:boolean | optional |
member_nonlinearities | xs:boolean | optional |
member_subsoils | xs:boolean | optional |
member_types | xs:boolean | optional |
nodal_releases | xs:boolean | optional |
nodal_supports | xs:boolean | optional |
surface_nonlinearity_types | xs:boolean | optional |
    Vypne případné nelineární typy odpozené z surface_nonlinearity_base (surface_type_standard/nonlinearity).
    Deactivates nonlinear types based on surface_nonlinearity_base (surface_type_standard/nonlinearity).
surface_subsoils | xs:boolean | optional |
temperature_dependencies | xs:boolean | optional |
Source |
    <xs:element name="nonlinearities" type="deactivate_nonlinearities" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / nodes

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="nodes" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / members

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="members" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / surfaces

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="surfaces" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / solids

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="solids" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / contacts

Namespace | No namespace
Diagram |
Type | contacts_deactivation
Properties |
content | complex
minOccurs | 0
Model | nodal_constraints{0,1} , nodal_releases* , line_releases* , surface_releases{0,1} , surface_contacts{0,1} , line_connections{0,1}
Children | line_connections, line_releases, nodal_constraints, nodal_releases, surface_contacts, surface_releases
Instance |
    <contacts>
      <nodal_constraints refs="">{0,1}</nodal_constraints>
      <nodal_releases specific_directions="">{0,unbounded}</nodal_releases>
      <line_releases specific_directions="">{0,unbounded}</line_releases>
      <surface_releases>{0,1}</surface_releases>
      <surface_contacts refs="">{0,1}</surface_contacts>
      <line_connections refs="">{0,1}</line_connections>
    </contacts>
Source |
    <xs:element name="contacts" type="contacts_deactivation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / nodal_constraints

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="nodal_constraints" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / nodal_releases

Namespace | No namespace
Diagram |
Type | nodal_release_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | types* , ids*
Children | ids, types
Instance |
    <nodal_releases specific_directions="">
      <types deactivation_type="" refs="">{0,unbounded}</types>
      <ids deactivation_type="" refs="">{0,unbounded}</ids>
    </nodal_releases>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="nodal_releases" type="nodal_release_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_release_deactivation / types

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="types" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_release_deactivation / ids

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="ids" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / line_releases

Namespace | No namespace
Diagram |
Type | line_release_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | types* , ids* , surface_hinge*
Children | ids, surface_hinge, types
Instance |
    <line_releases specific_directions="">
      <types deactivation_type="" refs="">{0,unbounded}</types>
      <ids deactivation_type="" refs="">{0,unbounded}</ids>
      <surface_hinge deactivation_type="" specific_lines="" surface="">{0,unbounded}</surface_hinge>
    </line_releases>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="line_releases" type="line_release_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_deactivation / types

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="types" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_deactivation / ids

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="ids" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_release_deactivation / surface_hinge

Namespace | No namespace
Diagram |
Type | line_hinge_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:element name="surface_hinge" type="line_hinge_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / surface_releases

Namespace | No namespace
Diagram |
Type | surface_release_deactivation
Properties |
content | complex
minOccurs | 0
Model | types{0,1} , ids{0,1}
Children | ids, types
Instance |
    <surface_releases>
      <types deactivation_type="" refs="">{0,1}</types>
      <ids deactivation_type="" refs="">{0,1}</ids>
    </surface_releases>
Source |
    <xs:element name="surface_releases" type="surface_release_deactivation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_deactivation / types

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="types" type="references_type_deactivation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_release_deactivation / ids

Namespace | No namespace
Diagram |
Type | references_type_deactivation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:element name="ids" type="references_type_deactivation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / surface_contacts

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="surface_contacts" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element contacts_deactivation / line_connections

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="line_connections" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / nodal_supports

Namespace | No namespace
Diagram |
Type | deactivate_nodal_supports
Properties |
content | complex
minOccurs | 0
Model | support+
Children | support
Instance |
    <nodal_supports>
      <support refs="" specific_directions="" specific_nodes="">{1,unbounded}</support>
    </nodal_supports>
Source |
    <xs:element name="nodal_supports" type="deactivate_nodal_supports" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivate_nodal_supports / support

Namespace | No namespace
Diagram |
Type | nodal_support_deactivate
Type hierarchy | nodal_support_modification_base nodal_support_deactivate
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
specific_nodes | references | optional |
Source |
    <xs:element name="support" type="nodal_support_deactivate" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / line_supports

Namespace | No namespace
Diagram |
Type | deactivate_line_supports
Properties |
content | complex
minOccurs | 0
Model | support+
Children | support
Instance |
    <line_supports>
      <support refs="" specific_directions="" specific_lines="">{1,unbounded}</support>
    </line_supports>
Source |
    <xs:element name="line_supports" type="deactivate_line_supports" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivate_line_supports / support

Namespace | No namespace
Diagram |
Type | line_support_deactivate
Type hierarchy | line_support_modification_base line_support_deactivate
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
specific_lines | references | optional |
Source |
    <xs:element name="support" type="line_support_deactivate" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / subsoil_on_members

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="subsoil_on_members" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / subsoil_on_surfaces

Namespace | No namespace
Diagram |
Type | references_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:element name="subsoil_on_surfaces" type="references_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / member_section_physical_properties

Namespace | No namespace
Diagram |
Type | member_section_physical_properties_deactivate
Properties |
content | complex
minOccurs | 0
Model | section* , member*
Children | member, section
Instance |
    <member_section_physical_properties>
      <section lines="" nodes="" ref="" surfaces="">{0,unbounded}</section>
      <member lines="" nodes="" ref="" surfaces="">{0,unbounded}</member>
    </member_section_physical_properties>
Source |
    <xs:element name="member_section_physical_properties" type="member_section_physical_properties_deactivate" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_physical_properties_deactivate / section

Namespace | No namespace
Diagram |
Type | member_section_physical_properties_deactivate_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
ref | reference | required |
surfaces | references | optional |
Source |
    <xs:element name="section" type="member_section_physical_properties_deactivate_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_section_physical_properties_deactivate / member

Namespace | No namespace
Diagram |
Type | members_section_physical_properties_deactivate_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
ref | references | required |
surfaces | references | optional |
Source |
    <xs:element name="member" type="members_section_physical_properties_deactivate_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / surface_section_layers

Namespace | No namespace
Diagram |
Type | surface_section_layers_deactivation_container
Properties |
content | complex
minOccurs | 0
Model | section* , surface*
Children | section, surface
Instance |
    <surface_section_layers>
      <section layers="" ref="">{0,unbounded}</section>
      <surface layers="" ref="">{0,unbounded}</surface>
    </surface_section_layers>
Source |
    <xs:element name="surface_section_layers" type="surface_section_layers_deactivation_container" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_layers_deactivation_container / section

Namespace | No namespace
Diagram |
Type | surface_section_layers_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers | references | required |
ref | reference | required |
Source |
    <xs:element name="section" type="surface_section_layers_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_layers_deactivation_container / surface

Namespace | No namespace
Diagram |
Type | surfaces_section_layers_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers | references | required |
ref | references | required |
Source |
    <xs:element name="surface" type="surfaces_section_layers_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / surface_section_partial

Namespace | No namespace
Diagram |
Type | surface_section_partial_deactivation_container
Properties |
content | complex
minOccurs | 0
Model | surface*
Children | surface
Instance |
    <surface_section_partial without_reference_plane_shift="">
      <surface bottom="" ref="" top="">{0,unbounded}</surface>
    </surface_section_partial>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
without_reference_plane_shift | xs:boolean | optional |
Source |
    <xs:element name="surface_section_partial" type="surface_section_partial_deactivation_container" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_section_partial_deactivation_container / surface

Namespace | No namespace
Diagram |
Type | surfaces_section_partial_deactivation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bottom | xs:double | optional |
    Myslí se deaktivace na kladné straně lokální osy z.
    This means deactivation on the positive side of the local z-axis.
ref | references | required |
top | xs:double | optional |
    Myslí se deaktivace na záporné straně lokální osy z.
    This means deactivation on the negative side of the local z-axis.
Source |
    <xs:element name="surface" type="surfaces_section_partial_deactivation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element deactivation_type / loads

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
free_load | references | optional |
line_load | references | optional |
member_load | references | optional |
nodal_load | references | optional |
solid_load | references | optional |
specific_lc | references | optional |
surface_load | references | optional |
Source |
    <xs:element name="loads" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na id zatížení.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to load id.</xs:documentation>
        </xs:annotation>
        <xs:attribute name="nodal_load" type="references"/>
        <xs:attribute name="line_load" type="references"/>
        <xs:attribute name="member_load" type="references"/>
        <xs:attribute name="surface_load" type="references"/>
        <xs:attribute name="free_load" type="references"/>
        <xs:attribute name="solid_load" type="references"/>
        <xs:attribute name="specific_lc" type="references"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / deactivate_nonlinearities

Namespace | No namespace
Diagram |
Type | deactivate_nonlinearities
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contacts | xs:boolean | optional |
line_hinges | xs:boolean | optional |
line_releases | xs:boolean | optional |
line_supports | xs:boolean | optional |
material_nonlinearity_models | xs:boolean | optional |
    Nelze kombinovat s material_nonlinearity_models_for_materials.
    Cannot be used with material_nonlinearity_models_for_materials.
material_nonlinearity_models_for_materials | references | optional |
    Nelze kombinovat s material_nonlinearity_models.
    Cannot be used with material_nonlinearity_models.
member_hinges | xs:boolean | optional |
member_nonlinearities | xs:boolean | optional |
member_subsoils | xs:boolean | optional |
member_types | xs:boolean | optional |
nodal_releases | xs:boolean | optional |
nodal_supports | xs:boolean | optional |
surface_nonlinearity_types | xs:boolean | optional |
    Vypne případné nelineární typy odpozené z surface_nonlinearity_base (surface_type_standard/nonlinearity).
    Deactivates nonlinear types based on surface_nonlinearity_base (surface_type_standard/nonlinearity).
surface_subsoils | xs:boolean | optional |
temperature_dependencies | xs:boolean | optional |
Source |
    <xs:element name="deactivate_nonlinearities" type="deactivate_nonlinearities" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element structure_modification_type / assign_temperature_from_load

Namespace | No namespace
Annotations |
    Přiřazení nastavení teploty u teplotního materiálu. Pokud je zadáno, přebijí nastavení teplotních materiálů přes teplotní zatížení přiřazené v analýze.
    Assignment of temperature for thermal material. If specified, it override the thermal material settings by the thermal load assigned at the analysis.
Diagram |
Type | assign_temperature_from_load
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_case | reference | optional |
load_combination | reference | optional |
Source |
    <xs:element name="assign_temperature_from_load" type="assign_temperature_from_load" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přiřazení nastavení teploty u teplotního materiálu. Pokud je zadáno, přebijí nastavení teplotních materiálů přes teplotní zatížení přiřazené v analýze.</xs:documentation>
        <xs:documentation xml:lang="en">Assignment of temperature for thermal material. If specified, it override the thermal material settings by the thermal load assigned at the analysis.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_stiffness_modification_partial_factors / code

Namespace | No namespace
Diagram |
Type | member_stiffness_modification_code_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="code" type="member_stiffness_modification_code_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / own_load

Namespace | No namespace
Diagram |
Type | own_load_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | selected_entities_only{0,1}
Children | selected_entities_only
Instance |
    <own_load a_x="" a_y="" a_z="" id="">
      <selected_entities_only members="" solids="" surfaces="">{0,1}</selected_entities_only>
    </own_load>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
a_x | xs:double | optional |
a_y | xs:double | optional |
a_z | xs:double | optional |
id | id | optional |
Source |
    <xs:element name="own_load" type="own_load_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element own_load_base / selected_entities_only

Namespace | No namespace
Annotations |
    Slouží pro zatížení pouze explicitně vypsaných entit. Absence tohoto elementu vede k zatížení všech prvků.
    It serves for the loading of explicitly listed entities. Absence of this element leads to the loading of all entities.
Diagram |
Type | own_load_specific_entities
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="selected_entities_only" type="own_load_specific_entities" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Slouží pro zatížení pouze explicitně vypsaných entit. Absence tohoto elementu vede k zatížení všech prvků.</xs:documentation>
        <xs:documentation xml:lang="en">It serves for the loading of explicitly listed entities. Absence of this element leads to the loading of all entities.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / nodal_load

Namespace | No namespace
Diagram |
Type | nodal_load_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:element name="nodal_load" type="nodal_load_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / line_load

Namespace | No namespace
Diagram |
Type | line_load_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:element name="line_load" type="line_load_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / member_load

Namespace | No namespace
Diagram |
Type | member_load_base_all
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="member_load" type="member_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / surface_load

Namespace | No namespace
Diagram |
Type | surface_load_base_all
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="surface_load" type="surface_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / free_load

Namespace | No namespace
Diagram |
Type | free_load
Type hierarchy | free_load_base free_load
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | concentrated_local_force_moment* , concentrated_force_moment* , line_force_local_uniform* , line_force_local_linear* , line_force_local_variable* , line_force_uniform* , line_force_linear* , line_force_variable* , rectangular_force_local_uniform* , rectangular_force_local_linear* , rectangular_force_local_variable* , rectangular_force_uniform* , rectangular_force_linear* , rectangular_force_variable* , circular_force_local_uniform* , circular_force_local_linear* , circular_force_uniform* , circular_force_linear* , polygon_force_local_uniform* , polygon_force_uniform* , polygon_force_local_linear_3nodes* , polygon_force_linear_3nodes* , polygon_force_local_linear_in* , polygon_force_linear_in*
Children | circular_force_linear, circular_force_local_linear, circular_force_local_uniform, circular_force_uniform, concentrated_force_moment, concentrated_local_force_moment, line_force_linear, line_force_local_linear, line_force_local_uniform, line_force_local_variable, line_force_uniform, line_force_variable, polygon_force_linear_3nodes, polygon_force_linear_in, polygon_force_local_linear_3nodes, polygon_force_local_linear_in, polygon_force_local_uniform, polygon_force_uniform, rectangular_force_linear, rectangular_force_local_linear, rectangular_force_local_uniform, rectangular_force_local_variable, rectangular_force_uniform, rectangular_force_variable
Instance |
    <free_load id="" note="" surfaces="">
      <concentrated_local_force_moment direction="" value="">{0,unbounded}</concentrated_local_force_moment>
      <concentrated_force_moment direction="" on="" value="">{0,unbounded}</concentrated_force_moment>
      <line_force_local_uniform direction="" value="">{0,unbounded}</line_force_local_uniform>
      <line_force_local_linear direction="" values="">{0,unbounded}</line_force_local_linear>
      <line_force_local_variable direction="" distances="" type="" values="">{0,unbounded}</line_force_local_variable>
      <line_force_uniform direction="" on="" value="">{0,unbounded}</line_force_uniform>
      <line_force_linear direction="" on="" values="">{0,unbounded}</line_force_linear>
      <line_force_variable direction="" distances="" on="" type="" values="">{0,unbounded}</line_force_variable>
      <rectangular_force_local_uniform direction="" value="">{0,unbounded}</rectangular_force_local_uniform>
      <rectangular_force_local_linear direction="" linear_in="" nodes="" values="">{0,unbounded}</rectangular_force_local_linear>
      <rectangular_force_local_variable direction="" value="">{0,unbounded}</rectangular_force_local_variable>
      <rectangular_force_uniform direction="" on="" value="">{0,unbounded}</rectangular_force_uniform>
      <rectangular_force_linear direction="" linear_in="" nodes="" on="" values="">{0,unbounded}</rectangular_force_linear>
      <rectangular_force_variable direction="" on="" value="">{0,unbounded}</rectangular_force_variable>
      <circular_force_local_uniform direction="" radius="" value="">{0,unbounded}</circular_force_local_uniform>
      <circular_force_local_linear direction="" radius="" value_center="" value_rim="">{0,unbounded}</circular_force_local_linear>
      <circular_force_uniform direction="" on="" radius="" value="">{0,unbounded}</circular_force_uniform>
      <circular_force_linear direction="" on="" radius="" value_center="" value_rim="">{0,unbounded}</circular_force_linear>
      <polygon_force_local_uniform direction="" value="">{0,unbounded}</polygon_force_local_uniform>
      <polygon_force_uniform direction="" on="" value="">{0,unbounded}</polygon_force_uniform>
      <polygon_force_local_linear_3nodes direction="" nodes="" values="">{0,unbounded}</polygon_force_local_linear_3nodes>
      <polygon_force_linear_3nodes direction="" nodes="" on="" values="">{0,unbounded}</polygon_force_linear_3nodes>
      <polygon_force_local_linear_in direction="" linear_in="" nodes="" values="">{0,unbounded}</polygon_force_local_linear_in>
      <polygon_force_linear_in direction="" linear_in="" nodes="" on="" values="">{0,unbounded}</polygon_force_linear_in>
    </free_load>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:element name="free_load" type="free_load" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / concentrated_local_force_moment

Namespace | No namespace
Diagram |
Type | concentrated_local_force_moment_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <concentrated_local_force_moment direction="" value="">
      <plane>{1,1}</plane>
    </concentrated_local_force_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
value | xs:double | required |
Source |
    <xs:element name="concentrated_local_force_moment" type="concentrated_local_force_moment_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element concentrated_local_force_moment_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / concentrated_force_moment

Namespace | No namespace
Diagram |
Type | concentrated_force_moment_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <concentrated_force_moment direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </concentrated_force_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="concentrated_force_moment" type="concentrated_force_moment_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element concentrated_force_moment_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element concentrated_force_moment_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_local_uniform

Namespace | No namespace
Diagram |
Type | line_local_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <line_force_local_uniform direction="" value="">
      <plane>{1,1}</plane>
    </line_force_local_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="line_force_local_uniform" type="line_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_local_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_local_linear

Namespace | No namespace
Diagram |
Type | line_local_force_linear_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <line_force_local_linear direction="" values="">
      <plane>{1,1}</plane>
    </line_force_local_linear>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:element name="line_force_local_linear" type="line_local_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_local_force_linear_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_local_variable

Namespace | No namespace
Diagram |
Type | line_local_force_variable_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <line_force_local_variable direction="" distances="" type="" values="">
      <plane>{1,1}</plane>
    </line_force_local_variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="line_force_local_variable" type="line_local_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_local_force_variable_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_uniform

Namespace | No namespace
Diagram |
Type | line_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <line_force_uniform direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </line_force_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="line_force_uniform" type="line_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_uniform_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_linear

Namespace | No namespace
Diagram |
Type | line_force_linear_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <line_force_linear direction="" on="" values="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </line_force_linear>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="line_force_linear" type="line_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_linear_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_linear_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / line_force_variable

Namespace | No namespace
Diagram |
Type | line_force_variable_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <line_force_variable direction="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </line_force_variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="line_force_variable" type="line_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_variable_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_variable_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_local_uniform

Namespace | No namespace
Diagram |
Type | polygon_local_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <rectangular_force_local_uniform direction="" value="">
      <plane>{1,1}</plane>
    </rectangular_force_local_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="rectangular_force_local_uniform" type="polygon_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_local_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_local_linear

Namespace | No namespace
Diagram |
Type | polygon_local_force_linear_in_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <rectangular_force_local_linear direction="" linear_in="" nodes="" values="">
      <plane>{1,1}</plane>
    </rectangular_force_local_linear>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="rectangular_force_local_linear" type="polygon_local_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_local_force_linear_in_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_local_variable

Namespace | No namespace
Diagram |
Type | rectangular_local_force_variable_type
Type hierarchy | polygon_local_force_uniform_type rectangular_local_force_variable_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane , varying_load_in_z{0,1} , varying_load_along_perimeter{0,1}
Children | plane, varying_load_along_perimeter, varying_load_in_z
Instance |
    <rectangular_force_local_variable direction="" value="">
      <plane>{1,1}</plane>
      <varying_load_in_z coefficient_z="" z="">{0,1}</varying_load_in_z>
      <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">{0,1}</varying_load_along_perimeter>
    </rectangular_force_local_variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="rectangular_force_local_variable" type="rectangular_local_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rectangular_local_force_variable_type / varying_load_in_z

Namespace | No namespace
Diagram |
Type | varying_load_in_z_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
z | array_of_double | required |
Source |
    <xs:element name="varying_load_in_z" type="varying_load_in_z_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rectangular_local_force_variable_type / varying_load_along_perimeter

Namespace | No namespace
Diagram |
Type | varying_load_along_perimeter_base
Properties |
content | complex
minOccurs | 0
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </varying_load_along_perimeter>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alfa | array_of_double | required |
coefficient_alfa | array_of_double | required |
start_angle | xs:double | required |
Source |
    <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element varying_load_along_perimeter_base / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element varying_load_along_perimeter_base / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_uniform

Namespace | No namespace
Diagram |
Type | polygon_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <rectangular_force_uniform direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </rectangular_force_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="rectangular_force_uniform" type="polygon_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_uniform_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_linear

Namespace | No namespace
Diagram |
Type | polygon_force_linear_in_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <rectangular_force_linear direction="" linear_in="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </rectangular_force_linear>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
    Odkaz na číslo uzlu v elementu Plane
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="rectangular_force_linear" type="polygon_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_linear_in_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_linear_in_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / rectangular_force_variable

Namespace | No namespace
Diagram |
Type | rectangular_force_variable_type
Type hierarchy | polygon_force_uniform_type rectangular_force_variable_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane , varying_load_in_z{0,1} , varying_load_along_perimeter{0,1}
Children | plane, rotation, varying_load_along_perimeter, varying_load_in_z
Instance |
    <rectangular_force_variable direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
      <varying_load_in_z coefficient_z="" z="">{0,1}</varying_load_in_z>
      <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">{0,1}</varying_load_along_perimeter>
    </rectangular_force_variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="rectangular_force_variable" type="rectangular_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rectangular_force_variable_type / varying_load_in_z

Namespace | No namespace
Diagram |
Type | varying_load_in_z_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
z | array_of_double | required |
Source |
    <xs:element name="varying_load_in_z" type="varying_load_in_z_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element rectangular_force_variable_type / varying_load_along_perimeter

Namespace | No namespace
Diagram |
Type | varying_load_along_perimeter_base
Properties |
content | complex
minOccurs | 0
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </varying_load_along_perimeter>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alfa | array_of_double | required |
coefficient_alfa | array_of_double | required |
start_angle | xs:double | required |
Source |
    <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / circular_force_local_uniform

Namespace | No namespace
Diagram |
Type | circular_local_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <circular_force_local_uniform direction="" radius="" value="">
      <plane>{1,1}</plane>
    </circular_force_local_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
radius | xs:double | required |
value | xs:double | required |
Source |
    <xs:element name="circular_force_local_uniform" type="circular_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_local_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / circular_force_local_linear

Namespace | No namespace
Diagram |
Type | circular_local_force_linear_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <circular_force_local_linear direction="" radius="" value_center="" value_rim="">
      <plane>{1,1}</plane>
    </circular_force_local_linear>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
radius | xs:double | required |
value_center | xs:double | required |
value_rim | xs:double | required |
Source |
    <xs:element name="circular_force_local_linear" type="circular_local_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_local_force_linear_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / circular_force_uniform

Namespace | No namespace
Diagram |
Type | circular_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <circular_force_uniform direction="" on="" radius="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </circular_force_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
radius | xs:double | required |
value | xs:double | required |
Source |
    <xs:element name="circular_force_uniform" type="circular_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_force_uniform_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_force_uniform_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / circular_force_linear

Namespace | No namespace
Diagram |
Type | circular_force_linear_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <circular_force_linear direction="" on="" radius="" value_center="" value_rim="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </circular_force_linear>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
radius | xs:double | required |
value_center | xs:double | required |
value_rim | xs:double | required |
Source |
    <xs:element name="circular_force_linear" type="circular_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_force_linear_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element circular_force_linear_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_local_uniform

Namespace | No namespace
Diagram |
Type | polygon_local_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <polygon_force_local_uniform direction="" value="">
      <plane>{1,1}</plane>
    </polygon_force_local_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="polygon_force_local_uniform" type="polygon_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_uniform

Namespace | No namespace
Diagram |
Type | polygon_force_uniform_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <polygon_force_uniform direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </polygon_force_uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="polygon_force_uniform" type="polygon_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_local_linear_3nodes

Namespace | No namespace
Diagram |
Type | polygon_local_force_linear_3nodes_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <polygon_force_local_linear_3nodes direction="" nodes="" values="">
      <plane>{1,1}</plane>
    </polygon_force_local_linear_3nodes>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="polygon_force_local_linear_3nodes" type="polygon_local_force_linear_3nodes_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_local_force_linear_3nodes_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_linear_3nodes

Namespace | No namespace
Diagram |
Type | polygon_force_linear_3nodes_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <polygon_force_linear_3nodes direction="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </polygon_force_linear_3nodes>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="polygon_force_linear_3nodes" type="polygon_force_linear_3nodes_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_linear_3nodes_type / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element polygon_force_linear_3nodes_type / plane

Namespace | No namespace
Diagram |
Type | projection_plane_base
Properties |
content | complex
Source |
    <xs:element name="plane" type="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_local_linear_in

Namespace | No namespace
Diagram |
Type | polygon_local_force_linear_in_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | plane
Children | plane
Instance |
    <polygon_force_local_linear_in direction="" linear_in="" nodes="" values="">
      <plane>{1,1}</plane>
    </polygon_force_local_linear_in>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="polygon_force_local_linear_in" type="polygon_local_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element free_load / polygon_force_linear_in

Namespace | No namespace
Diagram |
Type | polygon_force_linear_in_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , plane
Children | plane, rotation
Instance |
    <polygon_force_linear_in direction="" linear_in="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
      <plane>{1,1}</plane>
    </polygon_force_linear_in>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
    Odkaz na číslo uzlu v elementu Plane
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="polygon_force_linear_in" type="polygon_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case / solid_load

Namespace | No namespace
Diagram |
Type | solid_load_base_all
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="solid_load" type="solid_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_mass / mass

Namespace | No namespace
Diagram |
Type | nodal_load_mass_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_direction | required |
value | xs:double | required |
Source |
    <xs:element name="mass" type="nodal_load_mass_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_force_moment / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_force_moment / eccentricity

Namespace | No namespace
Annotations |
    Slouží pouze k lineárnímu přepočtu síly na moment před výpočtem (M=e*F).
    It is only used for linear convertion of the force to the moment before the actual calculation (M=e*F).
Diagram |
Type | eccentricity_3d
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="eccentricity_3d" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Slouží pouze k lineárnímu přepočtu síly na moment před výpočtem (M=e*F).</xs:documentation>
        <xs:documentation xml:lang="en">It is only used for linear convertion of the force to the moment before the actual calculation (M=e*F).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_force_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element varying_load_in_direction_type / coordinate_system

Namespace | No namespace
Annotations |
    Zatím nezapracováno. Pouze v globálních osách XYZ. Dle požadavku možno doplnit v budoucnu.
    Not implemented.
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="coordinate_system" type="rotation_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zatím nezapracováno. Pouze v globálních osách XYZ. Dle požadavku možno doplnit v budoucnu.</xs:documentation>
        <xs:documentation xml:lang="en">Not implemented.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_force_moment / force

Namespace | No namespace
Diagram |
Type | nodal_load_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="force" type="nodal_load_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_force_moment / moment

Namespace | No namespace
Diagram |
Type | nodal_load_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="moment" type="nodal_load_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_ff_base / member_set

Namespace | No namespace
Diagram |
Type | member_set_type
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
members | references | required |
    Seznam prutů pro splnění požadavku.
    List of members to fulfill the requirement.
Source |
    <xs:element name="member_set" type="member_set_type" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / eccentricity

Namespace | No namespace
Annotations |
    Defaultní hodnota: lokální. Při globálním zadání excentricity vzniká přídavný moment. Při lokálním zadání jde zatížení na excentricitě do solvru.
    Default value: local. When entering the global eccentricity, an additional moment is created. With local input, the load on the eccentricity goes to the solver.
Diagram |
Type | eccentricity_2d_system
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | start{0,1} , end{0,1}
Children | end, start
Instance |
    <eccentricity system="">
      <start id="" y="" z="">{0,1}</start>
      <end id="" y="" z="">{0,1}</end>
    </eccentricity>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
system | system_type | optional |
    Použitý souřadný systém. Defaultně: local.
    Coordinate system used. Default: local.
Source |
    <xs:element name="eccentricity" type="eccentricity_2d_system" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Defaultní hodnota: lokální. Při globálním zadání excentricity vzniká přídavný moment. Při lokálním zadání jde zatížení na excentricitě do solvru.</xs:documentation>
        <xs:documentation xml:lang="en">Default value: local. When entering the global eccentricity, an additional moment is created. With local input, the load on the eccentricity goes to the solver.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / eccentricity_start

Namespace | No namespace
Annotations |
    TODO REMOVE. Nahradit elementem u zatížení !!!
    TODO REMOVE. Nahradit elementem u zatížení !!!
Diagram |
Type | eccentricity_2d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity_start" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / eccentricity_end

Namespace | No namespace
Annotations |
    TODO REMOVE. Nahradit elementem u zatížení !!!
    TODO REMOVE. Nahradit elementem u zatížení !!!
Diagram |
Type | eccentricity_2d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity_end" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / uniform_force

Namespace | No namespace
Diagram |
Type | member_load_uniform_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <uniform_force direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_force" type="member_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / uniform_local_force

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <uniform_local_force direction="" value="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_force" type="member_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_local_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / concentrated_force

Namespace | No namespace
Diagram |
Type | member_load_concentrated_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <concentrated_force direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_force" type="member_load_concentrated_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / concentrated_local_force

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <concentrated_local_force direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local_force" type="member_load_concentrated_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_local_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / variable_force

Namespace | No namespace
Diagram |
Type | member_load_variable_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <variable_force direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_force" type="member_load_variable_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / variable_local_force

Namespace | No namespace
Diagram |
Type | member_load_variable_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <variable_local_force direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local_force" type="member_load_variable_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_local_force / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / varying_in_z_force

Namespace | No namespace
Annotations |
    TODO REMOVE. Nahradit elementem u zatížení !!!
    TODO REMOVE. Nahradit elementem u zatížení !!!
Diagram |
Type | member_load_varying_in_z_force
Type hierarchy | member_load_uniform_force member_load_varying_in_z_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <varying_in_z_force coefficient_z="" direction="" on="" value="" z="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </varying_in_z_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
z | array_of_double | required |
Source |
    <xs:element name="varying_in_z_force" type="member_load_varying_in_z_force" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / varying_in_z_local_force

Namespace | No namespace
Annotations |
    TODO REMOVE. Nahradit elementem u zatížení !!!
    TODO REMOVE. Nahradit elementem u zatížení !!!
Diagram |
Type | member_load_varying_in_z_local_force
Type hierarchy | member_load_uniform_local_force member_load_varying_in_z_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <varying_in_z_local_force coefficient_z="" direction="" value="" z="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </varying_in_z_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
direction | translation_direction | required |
value | xs:double | required |
z | array_of_double | required |
Source |
    <xs:element name="varying_in_z_local_force" type="member_load_varying_in_z_local_force" minOccurs="0" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / uniform_moment

Namespace | No namespace
Diagram |
Type | member_load_uniform_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <uniform_moment direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_moment" type="member_load_uniform_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_moment / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / uniform_local_moment

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <uniform_local_moment direction="" value="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_moment" type="member_load_uniform_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_local_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / concentrated_moment

Namespace | No namespace
Diagram |
Type | member_load_concentrated_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <concentrated_moment direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_moment" type="member_load_concentrated_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_moment / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / concentrated_local_moment

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <concentrated_local_moment direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local_moment" type="member_load_concentrated_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_local_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / variable_moment

Namespace | No namespace
Diagram |
Type | member_load_variable_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <variable_moment direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_moment" type="member_load_variable_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_moment / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / variable_local_moment

Namespace | No namespace
Diagram |
Type | member_load_variable_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <variable_local_moment direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local_moment" type="member_load_variable_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_local_moment / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_type
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" varying_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_force_moment / initial_prestress

Namespace | No namespace
Diagram |
Type | member_load_initial_prestress
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="initial_prestress" type="member_load_initial_prestress" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_temperature / uniform

Namespace | No namespace
Diagram |
Type | member_load_uniform_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | xs:double | optional |
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform" type="member_load_uniform_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_temperature / variable

Namespace | No namespace
Diagram |
Type | member_load_variable_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable" type="member_load_variable_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / absolute_value

Namespace | No namespace
Diagram |
Type | member_load_local_strain_absolut
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="absolute_value" type="member_load_local_strain_absolut" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / uniform_local

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local" type="member_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / uniform_bourdon_effect

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_bourdon_effect" type="member_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / uniform

Namespace | No namespace
Diagram |
Type | member_load_uniform_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <uniform direction="" on="" value="">
      <rotation>{0,1}</rotation>
    </uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform" type="member_load_uniform_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_strain / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / concentrated_local

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local" type="member_load_concentrated_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / concentrated

Namespace | No namespace
Diagram |
Type | member_load_concentrated_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <concentrated direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
    </concentrated>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated" type="member_load_concentrated_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_strain / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / variable_local

Namespace | No namespace
Diagram |
Type | member_load_variable_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local" type="member_load_variable_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / variable_bourdon_effect

Namespace | No namespace
Diagram |
Type | member_load_variable_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_bourdon_effect" type="member_load_variable_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_strain / variable

Namespace | No namespace
Diagram |
Type | member_load_variable_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <variable direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
    </variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable" type="member_load_variable_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_strain / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / uniform_local

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local" type="member_load_uniform_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / uniform

Namespace | No namespace
Diagram |
Type | member_load_uniform_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <uniform direction="" on="" value="">
      <rotation>{0,1}</rotation>
    </uniform>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform" type="member_load_uniform_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_uniform_rotation / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / concentrated_local

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local" type="member_load_concentrated_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / concentrated

Namespace | No namespace
Diagram |
Type | member_load_concentrated_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <concentrated direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
    </concentrated>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated" type="member_load_concentrated_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_concentrated_rotation / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / variable_local

Namespace | No namespace
Diagram |
Type | member_load_variable_local_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local" type="member_load_variable_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotation / variable

Namespace | No namespace
Diagram |
Type | member_load_variable_rotation
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <variable direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
    </variable>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable" type="member_load_variable_rotation" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_variable_rotation / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_rotary_motion / rotary_motion

Namespace | No namespace
Diagram |
Type | member_load_rotary_motion
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <rotary_motion acceleration="" velocity="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </rotary_motion>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration | array_of_double | required |
velocity | array_of_double | required |
Source |
    <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_rotary_motion / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_load_rotary_motion / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_mass / uniform_mass

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_mass" type="member_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_mass / concentrated_mass

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_mass" type="member_load_concentrated_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_mass / variable_mass

Namespace | No namespace
Diagram |
Type | member_load_variable_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_mass" type="member_load_variable_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / average_load

Namespace | No namespace
Diagram |
Type | member_load_average_form_finding
Type hierarchy | member_form_finding_load_base member_load_average_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <average_load load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </average_load>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="average_load" type="member_load_average_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding_load_base / direction_type

Namespace | No namespace
Diagram |
Type | direction_type_base
Properties |
content | complex
Source |
    <xs:element name="direction_type" type="direction_type_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / minimal_load

Namespace | No namespace
Diagram |
Type | member_load_minimal_form_finding
Type hierarchy | member_form_finding_load_base member_load_minimal_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <minimal_load load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </minimal_load>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="minimal_load" type="member_load_minimal_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / maximal_load

Namespace | No namespace
Diagram |
Type | member_load_maximal_form_finding
Type hierarchy | member_form_finding_load_base member_load_maximal_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <maximal_load load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </maximal_load>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="maximal_load" type="member_load_maximal_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / load_density

Namespace | No namespace
Diagram |
Type | member_load_density_form_finding
Type hierarchy | member_form_finding_load_base member_load_density_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <load_density load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </load_density>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="load_density" type="member_load_density_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / horizontal_load_component

Namespace | No namespace
Diagram |
Type | member_load_horizontal_component_form_finding
Type hierarchy | member_form_finding_load_base member_load_horizontal_component_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <horizontal_load_component load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </horizontal_load_component>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="horizontal_load_component" type="member_load_horizontal_component_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / load_at_the_start

Namespace | No namespace
Diagram |
Type | member_load_at_the_start_form_finding
Type hierarchy | member_form_finding_load_base member_load_at_the_start_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <load_at_the_start load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </load_at_the_start>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="load_at_the_start" type="member_load_at_the_start_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / load_at_the_end

Namespace | No namespace
Diagram |
Type | member_load_at_the_end_form_finding
Type hierarchy | member_form_finding_load_base member_load_at_the_end_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <load_at_the_end load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </load_at_the_end>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="load_at_the_end" type="member_load_at_the_end_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / minimum_load_at_the_start

Namespace | No namespace
Diagram |
Type | member_load_minimum_at_the_start_form_finding
Type hierarchy | member_form_finding_load_base member_load_minimum_at_the_start_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <minimum_load_at_the_start load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </minimum_load_at_the_start>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="minimum_load_at_the_start" type="member_load_minimum_at_the_start_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / minimum_load_at_the_end

Namespace | No namespace
Diagram |
Type | member_load_minimum_at_the_end_form_finding
Type hierarchy | member_form_finding_load_base member_load_minimum_at_the_end_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <minimum_load_at_the_end load_type="" value="">
      <direction_type>{1,1}</direction_type>
    </minimum_load_at_the_end>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="minimum_load_at_the_end" type="member_load_minimum_at_the_end_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / lenght_resulting_absolute

Namespace | No namespace
Diagram |
Type | member_load_lenght_resulting_absolute_form_finding
Type hierarchy | member_form_finding_lenght_base member_load_lenght_resulting_absolute_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="lenght_resulting_absolute" type="member_load_lenght_resulting_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / lenght_resulting_relative

Namespace | No namespace
Diagram |
Type | member_load_lenght_resulting_relative_form_finding
Type hierarchy | member_form_finding_lenght_base member_load_lenght_resulting_relative_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="lenght_resulting_relative" type="member_load_lenght_resulting_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / lenght_undeformed_absolute

Namespace | No namespace
Diagram |
Type | member_load_lenght_undeformed_absolute_form_finding
Type hierarchy | member_form_finding_lenght_base member_load_lenght_undeformed_absolute_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="lenght_undeformed_absolute" type="member_load_lenght_undeformed_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / lenght_undeformed_relative

Namespace | No namespace
Diagram |
Type | member_load_lenght_undeformed_relative_form_finding
Type hierarchy | member_form_finding_lenght_base member_load_lenght_undeformed_relative_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="lenght_undeformed_relative" type="member_load_lenght_undeformed_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / sag_resulting_absolute

Namespace | No namespace
Diagram |
Type | member_load_sag_resulting_absolute_form_finding
Type hierarchy | member_form_finding_sag_base member_load_sag_resulting_absolute_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <sag_resulting_absolute value="">
      <direction_type>{1,1}</direction_type>
    </sag_resulting_absolute>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="sag_resulting_absolute" type="member_load_sag_resulting_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding_sag_base / direction_type

Namespace | No namespace
Diagram |
Type | direction_type_base
Properties |
content | complex
Source |
    <xs:element name="direction_type" type="direction_type_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / sag_resulting_relative

Namespace | No namespace
Diagram |
Type | member_load_sag_resulting_relative_form_finding
Type hierarchy | member_form_finding_sag_base member_load_sag_resulting_relative_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <sag_resulting_relative value="">
      <direction_type>{1,1}</direction_type>
    </sag_resulting_relative>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="sag_resulting_relative" type="member_load_sag_resulting_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / sag_low_point_absolute

Namespace | No namespace
Diagram |
Type | member_load_sag_low_point_absolute_form_finding
Type hierarchy | member_form_finding_sag_base member_form_finding_force_with_node_base member_load_sag_low_point_absolute_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <sag_low_point_absolute node="" value="">
      <direction_type>{1,1}</direction_type>
    </sag_low_point_absolute>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
value | xs:double | required |
Source |
    <xs:element name="sag_low_point_absolute" type="member_load_sag_low_point_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / sag_low_point_relative

Namespace | No namespace
Diagram |
Type | member_load_sag_low_point_relative_form_finding
Type hierarchy | member_form_finding_sag_base member_form_finding_force_with_node_base member_load_sag_low_point_relative_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | direction_type
Children | direction_type
Instance |
    <sag_low_point_relative node="" value="">
      <direction_type>{1,1}</direction_type>
    </sag_low_point_relative>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
value | xs:double | required |
Source |
    <xs:element name="sag_low_point_relative" type="member_load_sag_low_point_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_form_finding / end_prestress

Namespace | No namespace
Diagram |
Type | member_load_end_prestress_form_finding
Type hierarchy | member_form_finding_end_prestress_base member_load_end_prestress_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:element name="end_prestress" type="member_load_end_prestress_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_xy / node

Namespace | No namespace
Diagram |
Type | point_xy
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | optional |
    Nepovinné ID, pokuď jsou však hodnoty proměnného zatížení určené v definovaných bodecha je potřeba přiřadit.
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_yz / node

Namespace | No namespace
Diagram |
Type | point_yz
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="point_yz" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_xz / node

Namespace | No namespace
Diagram |
Type | point_xz
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
x | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="point_xz" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_definable / rotation

Namespace | No namespace
Annotations |
    Natočení pomocného souřadného systému.
Diagram |
Type | rotation_base
Properties |
content | complex
Source |
    <xs:element name="rotation" type="rotation_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení pomocného souřadného systému.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_definable / node

Namespace | No namespace
Diagram |
Type | point_xy
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | optional |
    Nepovinné ID, pokuď jsou však hodnoty proměnného zatížení určené v definovaných bodecha je potřeba přiřadit.
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element varying_load_in_direction_base / coordinate_system

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="coordinate_system" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / x

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="x" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / y

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="y" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / z

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="z" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / phi_x

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="phi_x" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / phi_y

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="phi_y" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_deformation / phi_z

Namespace | No namespace
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="phi_z" type="imposed_nodal_deformation" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_multiphysics / thermal_conduction

Namespace | No namespace
Annotations |
    teplota
    teplota
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="thermal_conduction" type="imposed_nodal_deformation" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">teplota</xs:documentation>
        <xs:documentation xml:lang="en">teplota</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_multiphysics / fluid_flow

Namespace | No namespace
Annotations |
    porový tlak.
    porový tlak.
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="fluid_flow" type="imposed_nodal_deformation" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">porový tlak.</xs:documentation>
        <xs:documentation xml:lang="en">porový tlak.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_multiphysics / hygroscopic_field

Namespace | No namespace
Annotations |
    koncentrace.
    koncentrace.
Diagram |
Type | imposed_nodal_deformation
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="hygroscopic_field" type="imposed_nodal_deformation" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">koncentrace.</xs:documentation>
        <xs:documentation xml:lang="en">koncentrace.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / eccentricity

Namespace | No namespace
Annotations |
    Defaultní hodnota: globální. Přepočet síly s excentricitou na moment. Vzniká vždy globální moment.
    Default value: global. Conversion of force with eccentricity to moment. There is always a global moment.
Diagram |
Type | eccentricity_2d_system
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | start{0,1} , end{0,1}
Children | end, start
Instance |
    <eccentricity system="">
      <start id="" y="" z="">{0,1}</start>
      <end id="" y="" z="">{0,1}</end>
    </eccentricity>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
system | system_type | optional |
    Použitý souřadný systém. Defaultně: local.
    Coordinate system used. Default: local.
Source |
    <xs:element name="eccentricity" type="eccentricity_2d_system" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Defaultní hodnota: globální. Přepočet síly s excentricitou na moment. Vzniká vždy globální moment.</xs:documentation>
        <xs:documentation xml:lang="en">Default value: global. Conversion of force with eccentricity to moment. There is always a global moment.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / eccentricity_start

Namespace | No namespace
Annotations |
    Globální excentricita.
    Global eccentricity.
Diagram |
Type | eccentricity_2d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity_start" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Globální excentricita.</xs:documentation>
        <xs:documentation xml:lang="en">Global eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / eccentricity_end

Namespace | No namespace
Annotations |
    Globální excentricita.
    Global eccentricity.
Diagram |
Type | eccentricity_2d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity_end" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Globální excentricita.</xs:documentation>
        <xs:documentation xml:lang="en">Global eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / uniform_force

Namespace | No namespace
Diagram |
Type | member_load_uniform_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <uniform_force direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_force" type="member_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / uniform_local_force

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <uniform_local_force direction="" value="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_force" type="member_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / concentrated_force

Namespace | No namespace
Diagram |
Type | member_load_concentrated_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <concentrated_force direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_force" type="member_load_concentrated_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / concentrated_local_force

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <concentrated_local_force direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local_force" type="member_load_concentrated_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / variable_force

Namespace | No namespace
Diagram |
Type | member_load_variable_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <variable_force direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_force" type="member_load_variable_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / variable_local_force

Namespace | No namespace
Diagram |
Type | member_load_variable_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <variable_local_force direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local_force" type="member_load_variable_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / uniform_moment

Namespace | No namespace
Diagram |
Type | member_load_uniform_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <uniform_moment direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_moment" type="member_load_uniform_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / uniform_local_moment

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <uniform_local_moment direction="" value="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </uniform_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_moment" type="member_load_uniform_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / concentrated_moment

Namespace | No namespace
Diagram |
Type | member_load_concentrated_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <concentrated_moment direction="" distance_on="" distances="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_moment" type="member_load_concentrated_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / concentrated_local_moment

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <concentrated_local_moment direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </concentrated_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_local_moment" type="member_load_concentrated_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / variable_moment

Namespace | No namespace
Diagram |
Type | member_load_variable_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Instance |
    <variable_moment direction="" distance_on="" distances="" on="" type="" values="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_moment" type="member_load_variable_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_force_moment / variable_local_moment

Namespace | No namespace
Diagram |
Type | member_load_variable_local_moment
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Instance |
    <variable_local_moment direction="" distances="" type="" values="">
      <varying_load_in_direction coefficient="" coordinate="" varying_direction="">{0,1}</varying_load_in_direction>
    </variable_local_moment>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_local_moment" type="member_load_variable_local_moment" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_mass / uniform_mass

Namespace | No namespace
Diagram |
Type | member_load_uniform_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_mass" type="member_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_mass / concentrated_mass

Namespace | No namespace
Diagram |
Type | member_load_concentrated_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="concentrated_mass" type="member_load_concentrated_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_mass / variable_mass

Namespace | No namespace
Diagram |
Type | member_load_variable_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:element name="variable_mass" type="member_load_variable_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_deformation / x

Namespace | No namespace
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="x" type="imposed_line_displacement" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_deformation / y

Namespace | No namespace
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="y" type="imposed_line_displacement" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_deformation / z

Namespace | No namespace
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="z" type="imposed_line_displacement" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_deformation / phi_x

Namespace | No namespace
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="phi_x" type="imposed_line_displacement" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_multiphysics / thermal_conduction

Namespace | No namespace
Annotations |
    teplota
    teplota
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="thermal_conduction" type="imposed_line_displacement" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">teplota</xs:documentation>
        <xs:documentation xml:lang="en">teplota</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_multiphysics / fluid_flow

Namespace | No namespace
Annotations |
    porový tlak.
    porový tlak.
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="fluid_flow" type="imposed_line_displacement" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">porový tlak.</xs:documentation>
        <xs:documentation xml:lang="en">porový tlak.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element line_multiphysics / hygroscopic_field

Namespace | No namespace
Annotations |
    koncentrace.
    koncentrace.
Diagram |
Type | imposed_line_displacement
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:element name="hygroscopic_field" type="imposed_line_displacement" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">koncentrace.</xs:documentation>
        <xs:documentation xml:lang="en">koncentrace.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_ff_base / surface_set

Namespace | No namespace
Diagram |
Type | surface_set_type
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
surfaces | references | required |
Source |
    <xs:element name="surface_set" type="surface_set_type" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / uniform_force

Namespace | No namespace
Diagram |
Type | surface_load_uniform_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <uniform_force direction="" on="" value="">
      <rotation>{0,1}</rotation>
    </uniform_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_force" type="surface_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_uniform_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / uniform_local_force

Namespace | No namespace
Diagram |
Type | surface_load_uniform_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_force" type="surface_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / linear_3nodes_force

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <linear_3nodes_force direction="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
    </linear_3nodes_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_3nodes_force" type="surface_load_linear_3nodes_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_linear_3nodes_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / linear_3nodes_local_force

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_3nodes_local_force" type="surface_load_linear_3nodes_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / linear_in_force

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <linear_in_force direction="" linear_in="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
    </linear_in_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_force" type="surface_load_linear_in_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_linear_in_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / linear_in_local_force

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_local_force" type="surface_load_linear_in_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / radial_force

Namespace | No namespace
Diagram |
Type | surface_load_radial_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , axisnode1 , axisnode2
Children | axisnode1, axisnode2, rotation
Instance |
    <radial_force direction="" nodes="" on="" values="">
      <rotation>{0,1}</rotation>
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </radial_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:element name="radial_force" type="surface_load_radial_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_force / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_force / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / radial_local_force

Namespace | No namespace
Diagram |
Type | surface_load_radial_local_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <radial_local_force direction="" nodes="" values="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </radial_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="radial_local_force" type="surface_load_radial_local_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_force / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_force / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / variable_force

Namespace | No namespace
Diagram |
Type | surface_load_variable_type
Type hierarchy | surface_load_uniform_force surface_load_variable_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , varying_load_in_direction{0,1} , varying_load_along_perimeter{0,1}
Children | rotation, varying_load_along_perimeter, varying_load_in_direction
Instance |
    <variable_force direction="" on="" value="">
      <rotation>{0,1}</rotation>
      <varying_load_in_direction coefficient="" coordinate="" load_axis_direction="">{0,1}</varying_load_in_direction>
      <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">{0,1}</varying_load_along_perimeter>
    </variable_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:element name="variable_force" type="surface_load_variable_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_variable_type / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_base
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" load_axis_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
load_axis_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_variable_type / varying_load_along_perimeter

Namespace | No namespace
Diagram |
Type | varying_load_along_perimeter_base
Properties |
content | complex
minOccurs | 0
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </varying_load_along_perimeter>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alfa | array_of_double | required |
coefficient_alfa | array_of_double | required |
start_angle | xs:double | required |
Source |
    <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_force / variable_local_force

Namespace | No namespace
Diagram |
Type | surface_load_variable_local_type
Type hierarchy | surface_load_uniform_local_force surface_load_variable_local_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | varying_load_in_direction{0,1} , varying_load_along_perimeter{0,1}
Children | varying_load_along_perimeter, varying_load_in_direction
Instance |
    <variable_local_force direction="" value="">
      <varying_load_in_direction coefficient="" coordinate="" load_axis_direction="">{0,1}</varying_load_in_direction>
      <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">{0,1}</varying_load_along_perimeter>
    </variable_local_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="variable_local_force" type="surface_load_variable_local_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_variable_local_type / varying_load_in_direction

Namespace | No namespace
Diagram |
Type | varying_load_in_direction_base
Properties |
content | complex
minOccurs | 0
Model | coordinate_system{0,1}
Children | coordinate_system
Instance |
    <varying_load_in_direction coefficient="" coordinate="" load_axis_direction="">
      <coordinate_system>{0,1}</coordinate_system>
    </varying_load_in_direction>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
load_axis_direction | translation_direction | required |
Source |
    <xs:element name="varying_load_in_direction" type="varying_load_in_direction_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_variable_local_type / varying_load_along_perimeter

Namespace | No namespace
Diagram |
Type | varying_load_along_perimeter_base
Properties |
content | complex
minOccurs | 0
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <varying_load_along_perimeter alfa="" coefficient_alfa="" start_angle="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </varying_load_along_perimeter>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alfa | array_of_double | required |
coefficient_alfa | array_of_double | required |
start_angle | xs:double | required |
Source |
    <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_ponding / uniform

Namespace | No namespace
Diagram |
Type | surface_load_uniform_ponding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
precipitation | double_non_negative | optional |
value | double_positive | required |
Source |
    <xs:element name="uniform" type="surface_load_uniform_ponding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_snow / according_inclination

Namespace | No namespace
Diagram |
Type | surface_load_according_inclination_snow
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | snow_shape_coefficient_diagram{0,1}
Children | snow_shape_coefficient_diagram
Instance |
    <according_inclination characteristic_load_value="" cohesion="" repose_angle="" specific_weight="">
      <snow_shape_coefficient_diagram diagram_end="" diagram_start="">{0,1}</snow_shape_coefficient_diagram>
    </according_inclination>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
characteristic_load_value | double_positive | required |
    Charakteristická hodnota zatížení sněhem na zemi [N/m2].
    Characteristic value of snow load on the ground [N/m2].
cohesion | double_non_negative | optional |
    Pevnost sněhu při nulovém normálovém napětí [N/m2].
    Snow strength at zero normal stress. [N/m2].
repose_angle | double_non_negative | optional |
    Nejstrmější sklon nezpevněného materiálu měřený od vodorovné roviny [stupně].
    The steepest slope of the unconfined material measured from the horizontal plane [deg].
specific_weight | double_positive | required |
    Objemová hmotnost sněhu [N/m3].
    Snow specific weight [N/m3].
Source |
    <xs:element name="according_inclination" type="surface_load_according_inclination_snow" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_according_inclination_snow / snow_shape_coefficient_diagram

Namespace | No namespace
Annotations |
    Diagram tvarových součinitelů pro zatížení sněhem.
    Shape coefficient diagram for snow load.
Diagram |
Type | diagram_xy
Type hierarchy | diagram_xy_base diagram_xy
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | node+
Children | node
Instance |
    <snow_shape_coefficient_diagram diagram_end="" diagram_start="">
      <node x="" y="">{1,unbounded}</node>
    </snow_shape_coefficient_diagram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:element name="snow_shape_coefficient_diagram" type="diagram_xy" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Diagram tvarových součinitelů pro zatížení sněhem.</xs:documentation>
        <xs:documentation xml:lang="en">Shape coefficient diagram for snow load.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_temperature / uniform_local_temperature

Namespace | No namespace
Diagram |
Type | surface_load_uniform_local_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | xs:double | optional |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_temperature" type="surface_load_uniform_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_temperature / linear_3nodes_local_temperature

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_local_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_3nodes_local_temperature" type="surface_load_linear_3nodes_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_temperature / linear_in_local_temperature

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_local_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_local_temperature" type="surface_load_linear_in_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_temperature / radial_local_temperature

Namespace | No namespace
Diagram |
Type | surface_load_radial_local_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <radial_local_temperature deltaT="" nodes="" values="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </radial_local_temperature>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="radial_local_temperature" type="surface_load_radial_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_temperature / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_temperature / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_strain / uniform_local_strain

Namespace | No namespace
Diagram |
Type | surface_load_uniform_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilon_x | xs:double | required |
epsilon_y | xs:double | required |
Source |
    <xs:element name="uniform_local_strain" type="surface_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_strain / linear_3nodes_local_strain

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
nodes | references | required |
Source |
    <xs:element name="linear_3nodes_local_strain" type="surface_load_linear_3nodes_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_strain / linear_in_local_strain

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_local_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
linear_in | translation_direction | required |
nodes | references | required |
Source |
    <xs:element name="linear_in_local_strain" type="surface_load_linear_in_local_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_strain / uniform_local_precamber

Namespace | No namespace
Diagram |
Type | surface_load_uniform_local_precamber
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="uniform_local_precamber" type="surface_load_uniform_local_precamber" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_rotary_motion / rotary_motion

Namespace | No namespace
Diagram |
Type | member_load_rotary_motion
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <rotary_motion acceleration="" velocity="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </rotary_motion>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration | array_of_double | required |
velocity | array_of_double | required |
Source |
    <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / linear_in_local_mass

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_local_mass" type="surface_load_linear_in_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / linear_in_mass

Namespace | No namespace
Diagram |
Type | surface_load_linear_in_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <linear_in_mass effect_direction="" linear_in="" nodes="" on="" projection_direction="" values="">
      <rotation>{0,1}</rotation>
    </linear_in_mass>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_mass" type="surface_load_linear_in_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_linear_in_mass / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / linear_3nodes_local_mass

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_3nodes_local_mass" type="surface_load_linear_3nodes_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / linear_3nodes_mass

Namespace | No namespace
Diagram |
Type | surface_load_linear_3nodes_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <linear_3nodes_mass effect_direction="" nodes="" on="" projection_direction="" values="">
      <rotation>{0,1}</rotation>
    </linear_3nodes_mass>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:element name="linear_3nodes_mass" type="surface_load_linear_3nodes_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_linear_3nodes_mass / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / radial_local_mass

Namespace | No namespace
Diagram |
Type | surface_load_radial_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <radial_local_mass effect_direction="" nodes="" projection_direction="" values="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </radial_local_mass>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:element name="radial_local_mass" type="surface_load_radial_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_mass / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_local_mass / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / radial_mass

Namespace | No namespace
Diagram |
Type | surface_load_radial_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1} , axisnode1 , axisnode2
Children | axisnode1, axisnode2, rotation
Instance |
    <radial_mass effect_direction="" nodes="" on="" projection_direction="" values="">
      <rotation>{0,1}</rotation>
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </radial_mass>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:element name="radial_mass" type="surface_load_radial_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_mass / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_mass / axisnode1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_radial_mass / axisnode2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 1
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / uniform_local_mass

Namespace | No namespace
Diagram |
Type | surface_load_uniform_local_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
projection_direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_local_mass" type="surface_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_mass / uniform_mass

Namespace | No namespace
Diagram |
Type | surface_load_uniform_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
value | xs:double | required |
Source |
    <xs:element name="uniform_mass" type="surface_load_uniform_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding_base / surface_set

Namespace | No namespace
Diagram |
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
surfaces | references | required |
Source |
    <xs:element name="surface_set" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="surfaces" type="references" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding / load

Namespace | No namespace
Diagram |
Type | surface_load_form_finding
Type hierarchy | surface_load_force_form_finding_base surface_load_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | surface_sag{0,1}
Children | surface_sag
Instance |
    <load load_type="" value_1="" value_2="">
      <surface_sag surfaces="" value_sag="">{0,1}</surface_sag>
    </load>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:element name="load" type="surface_load_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_force_form_finding_base / surface_sag

Namespace | No namespace
Diagram |
Type | surface_sag_type
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | sag_node_1{0,1} , sag_node_2{0,1} , sag_node_3{0,1}
Children | sag_node_1, sag_node_2, sag_node_3
Instance |
    <surface_sag surfaces="" value_sag="">
      <sag_node_1 x="" y="" z="">{0,1}</sag_node_1>
      <sag_node_2 x="" y="" z="">{0,1}</sag_node_2>
      <sag_node_3 x="" y="" z="">{0,1}</sag_node_3>
    </surface_sag>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
surfaces | reference | optional |
value_sag | double_positive | required |
    Definované vzepětí.
    Defined sag.
Source |
    <xs:element name="surface_sag" type="surface_sag_type" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_sag_type / sag_node_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="sag_node_1" type="point_3d" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_sag_type / sag_node_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="sag_node_2" type="point_3d" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_sag_type / sag_node_3

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="sag_node_3" type="point_3d" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding / projection_load_in_ortogonal_direction

Namespace | No namespace
Diagram |
Type | surface_load_projection_in_ortogonal_direction_form_finding
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_in_ortogonal_direction_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | surface_sag{0,1} , node_1 , node_2 , node_3
Children | node_1, node_2, node_3, surface_sag
Instance |
    <projection_load_in_ortogonal_direction load_type="" value_1="" value_2="">
      <surface_sag surfaces="" value_sag="">{0,1}</surface_sag>
      <node_1 x="" y="" z="">{1,1}</node_1>
      <node_2 x="" y="" z="">{1,1}</node_2>
      <node_3 x="" y="" z="">{1,1}</node_3>
    </projection_load_in_ortogonal_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:element name="projection_load_in_ortogonal_direction" type="surface_load_projection_in_ortogonal_direction_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_projection_in_ortogonal_direction_form_finding / node_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_projection_in_ortogonal_direction_form_finding / node_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_projection_in_ortogonal_direction_form_finding / node_3

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_3" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding / projection_load_in_radial_direction

Namespace | No namespace
Diagram |
Type | surface_load_projection_in_radial_direction_form_finding
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_in_radial_direction_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | surface_sag{0,1} , node_1 , node_2
Children | node_1, node_2, surface_sag
Instance |
    <projection_load_in_radial_direction load_type="" value_1="" value_2="">
      <surface_sag surfaces="" value_sag="">{0,1}</surface_sag>
      <node_1 x="" y="" z="">{1,1}</node_1>
      <node_2 x="" y="" z="">{1,1}</node_2>
    </projection_load_in_radial_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:element name="projection_load_in_radial_direction" type="surface_load_projection_in_radial_direction_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_projection_in_radial_direction_form_finding / node_1

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_1" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_load_projection_in_radial_direction_form_finding / node_2

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node_2" type="point_3d"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding / projection_load_default_direction

Namespace | No namespace
Diagram |
Type | surface_load_projection_default_form_finding
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_default_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | surface_sag{0,1}
Children | surface_sag
Instance |
    <projection_load_default_direction load_type="" value_1="" value_2="">
      <surface_sag surfaces="" value_sag="">{0,1}</surface_sag>
    </projection_load_default_direction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:element name="projection_load_default_direction" type="surface_load_projection_default_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_form_finding / load_density

Namespace | No namespace
Diagram |
Type | surface_load_density_form_finding
Type hierarchy | surface_load_force_form_finding_base surface_load_density_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | surface_sag{0,1}
Children | surface_sag
Instance |
    <load_density load_type="" value_1="" value_2="">
      <surface_sag surfaces="" value_sag="">{0,1}</surface_sag>
    </load_density>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:element name="load_density" type="surface_load_density_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element plane_general / node

Namespace | No namespace
Diagram |
Type | point_xy
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | optional |
    Nepovinné ID, pokuď jsou však hodnoty proměnného zatížení určené v definovaných bodecha je potřeba přiřadit.
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_load_ff_base / solid_set

Namespace | No namespace
Diagram |
Type | solid_set_type
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
solids | references | required |
Source |
    <xs:element name="solid_set" type="solid_set_type" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_force / uniform_force

Namespace | No namespace
Diagram |
Type | solid_load_uniform_force
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | rotation{0,1}
Children | rotation
Instance |
    <uniform_force direction="" value="">
      <rotation>{0,1}</rotation>
    </uniform_force>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_force" type="solid_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_load_uniform_force / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_force / buoyancy_load

Namespace | No namespace
Diagram |
Type | solid_load_buoyancy
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="buoyancy_load" type="solid_load_buoyancy" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_temperature / uniform_temperature

Namespace | No namespace
Diagram |
Type | solid_load_uniform_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="uniform_temperature" type="solid_load_uniform_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_temperature / linear_in_temperature

Namespace | No namespace
Diagram |
Type | solid_load_linear_in_temperature
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:element name="linear_in_temperature" type="solid_load_linear_in_temperature" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_strain / uniform_strain

Namespace | No namespace
Diagram |
Type | solid_load_uniform_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilon_x | xs:double | required |
epsilon_y | xs:double | required |
epsilon_z | xs:double | required |
Source |
    <xs:element name="uniform_strain" type="solid_load_uniform_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_strain / linear_in_strain

Namespace | No namespace
Diagram |
Type | solid_load_linear_in_strain
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
epsilons_z | array_of_double | required |
linear_in | translation_direction | required |
nodes | references | required |
Source |
    <xs:element name="linear_in_strain" type="solid_load_linear_in_strain" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_mass / uniform_global_mass

Namespace | No namespace
Diagram |
Type | solid_load_uniform_global_mass
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:element name="uniform_global_mass" type="solid_load_uniform_global_mass" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_form_finding / volume_increment

Namespace | No namespace
Diagram |
Type | solid_volume_increment_form_finding
Type hierarchy | solid_form_finding_base solid_volume_increment_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="volume_increment" type="solid_volume_increment_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_form_finding / resulting_volume

Namespace | No namespace
Diagram |
Type | solid_resulting_volume_form_finding
Type hierarchy | solid_form_finding_base solid_resulting_volume_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="resulting_volume" type="solid_resulting_volume_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_form_finding / overpressure_increment

Namespace | No namespace
Diagram |
Type | solid_overpressure_increment_form_finding
Type hierarchy | solid_form_finding_base solid_overpressure_increment_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="overpressure_increment" type="solid_overpressure_increment_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_form_finding / resulting_overpressure

Namespace | No namespace
Diagram |
Type | solid_resulting_overpressure_form_finding
Type hierarchy | solid_form_finding_base solid_resulting_overpressure_form_finding
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="resulting_overpressure" type="solid_resulting_overpressure_form_finding" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solid_rotary_motion / rotary_motion

Namespace | No namespace
Diagram |
Type | member_load_rotary_motion
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Instance |
    <rotary_motion acceleration="" velocity="">
      <axisnode1 x="" y="" z="">{1,1}</axisnode1>
      <axisnode2 x="" y="" z="">{1,1}</axisnode2>
    </rotary_motion>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration | array_of_double | required |
velocity | array_of_double | required |
Source |
    <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_imperfection_type_general_one / sign_attributes

Namespace | No namespace
Diagram |
Type | member_imperfection_type_general_sign
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
sign_location_begin | relative | required |
sign_location_end | relative | required |
sign_location_middle | relative | required |
sign_member_begin | reference | required |
sign_member_end | reference | required |
sign_member_middle | reference | required |
Source |
    <xs:element name="sign_attributes" type="member_imperfection_type_general_sign" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_imperfection_type_general / y

Namespace | No namespace
Diagram |
Type | member_imperfection_type_general_one
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | sign_attributes{0,1}
Children | sign_attributes
Instance |
    <y camber="" direction="" distances="" eccentricity_end="" eccentricity_start="" type="">
      <sign_attributes sign_location_begin="" sign_location_end="" sign_location_middle="" sign_member_begin="" sign_member_end="" sign_member_middle="">{0,1}</sign_attributes>
    </y>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
camber | xs:double | optional |
direction | xs:double | optional |
distances | array_of_double | optional |
eccentricity_end | xs:double | optional |
eccentricity_start | xs:double | optional |
type | distance_type | optional |
Source |
    <xs:element name="y" type="member_imperfection_type_general_one" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_imperfection_type_general / z

Namespace | No namespace
Diagram |
Type | member_imperfection_type_general_one
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | sign_attributes{0,1}
Children | sign_attributes
Instance |
    <z camber="" direction="" distances="" eccentricity_end="" eccentricity_start="" type="">
      <sign_attributes sign_location_begin="" sign_location_end="" sign_location_middle="" sign_member_begin="" sign_member_end="" sign_member_middle="">{0,1}</sign_attributes>
    </z>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
camber | xs:double | optional |
direction | xs:double | optional |
distances | array_of_double | optional |
eccentricity_end | xs:double | optional |
eccentricity_start | xs:double | optional |
type | distance_type | optional |
Source |
    <xs:element name="z" type="member_imperfection_type_general_one" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element criterion_type / member_imperfection

Namespace | No namespace
Diagram |
Type | member_imperfection_type_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member | references | required |
Source |
    <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element member_imperfection_general_type / member_imperfection

Namespace | No namespace
Diagram |
Type | member_imperfection_type_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member | references | required |
Source |
    <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_imperfection_base / node

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | vector
Children | vector
Instance |
    <node value_imperfection_in_z="" x="" y="" z="">
      <vector x="" y="" z="">{1,1}</vector>
    </node>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value_imperfection_in_z | xs:double | required |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="vector">
            <xs:complexType>
              <xs:attributeGroup ref="vector_3d"/>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
        <xs:attributeGroup ref="point_3d"/>
        <xs:attribute name="value_imperfection_in_z" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_imperfection_base / node / vector

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vector">
      <xs:complexType>
        <xs:attributeGroup ref="vector_3d"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_imperfection_base / line

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distances | array_of_double | required |
    Relativní vzdálenost.
    Relative distance.
ref | reference | required |
value_imperfection_in_z | array_of_double | required |
Source |
    <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="ref" type="reference" use="required"/>
        <xs:attribute name="value_imperfection_in_z" type="array_of_double" use="required"/>
        <xs:attribute name="distances" type="array_of_double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Relativní vzdálenost.</xs:documentation>
            <xs:documentation xml:lang="en">Relative distance.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surface_imperfections / surface_imperfection

Namespace | No namespace
Diagram |
Type | surface_imperfection_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node* , line*
Children | line, node
Instance |
    <surface_imperfection>
      <node value_imperfection_in_z="" x="" y="" z="">{0,unbounded}</node>
      <line distances="" ref="" value_imperfection_in_z="">{0,unbounded}</line>
    </surface_imperfection>
Source |
    <xs:element name="surface_imperfection" type="surface_imperfection_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element local_imperfections_only / member_imperfection

Namespace | No namespace
Diagram |
Type | member_imperfection_type_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member | references | required |
Source |
    <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element local_imperfections_only / criterion

Namespace | No namespace
Diagram |
Type | criterion_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | member_imperfection*
Children | member_imperfection
Instance |
    <criterion mean_compression="">
      <member_imperfection member="">{0,unbounded}</member_imperfection>
    </criterion>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
mean_compression | double_positive | required |
    Minimální tlaková síla od které uvažovat imperfekci.
    Minimum compression force for imperfection consideration.
Source |
    <xs:element name="criterion" type="criterion_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element local_imperfections_only / member_imperfection_general

Namespace | No namespace
Diagram |
Type | member_imperfection_general_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | member_imperfection*
Children | member_imperfection
Instance |
    <member_imperfection_general mean_compression="" mean_compression_from_analysis="">
      <member_imperfection member="">{0,unbounded}</member_imperfection>
    </member_imperfection_general>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
mean_compression | double_positive | optional |
    Minimální tlaková síla od které uvažovat imperfekci.
    Minimum compression force for imperfection consideration.
mean_compression_from_analysis | reference | optional |
Source |
    <xs:element name="member_imperfection_general" type="member_imperfection_general_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_sway_via_table / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_sway_via_table / level_imperfection

Namespace | No namespace
Diagram |
Type | level_imperfection_type
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
e_x | xs:double | required |
e_y | xs:double | required |
e_z | xs:double | required |
level | xs:double | required |
Source |
    <xs:element name="level_imperfection" type="level_imperfection_type" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_deformation / rotation

Namespace | No namespace
Diagram |
Type | rotation_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_deformation / reference_location

Namespace | No namespace
Diagram |
Type | reference_location_type
Properties |
content | complex
Source |
    <xs:element name="reference_location" type="reference_location_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element imperfection_case_sum / imperfection_case_assignement

Namespace | No namespace
Diagram |
Type | imperfection_case_assignement_type
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | reference | required |
Source |
    <xs:element name="imperfection_case_assignement" type="imperfection_case_assignement_type" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element discontinuities / discontinuity

Namespace | No namespace
Diagram |
Type | discontinuity_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | expand_discontinuity{0,1}
Children | expand_discontinuity
Instance |
    <discontinuity id="" in_solids="">
      <expand_discontinuity maximal_principal_stress="" possible_expand_crack_in_solids="">{0,1}</expand_discontinuity>
    </discontinuity>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:element name="discontinuity" type="discontinuity_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element discontinuity_base / expand_discontinuity

Namespace | No namespace
Diagram |
Type | xfem_expand_discontinuity_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximal_principal_stress | xs:double | required |
possible_expand_crack_in_solids | references | required |
Source |
    <xs:element name="expand_discontinuity" type="xfem_expand_discontinuity_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element surfaces_discontinuity / surface

Namespace | No namespace
Diagram |
Type | surface_discontinuity
Type hierarchy | surface_base surface_discontinuity
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Instance |
    <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">
      <geometry_definition definition_lines="" reverse_lines="">{0,1}</geometry_definition>
      <line_hinge id="" lines="" release_type="">{0,unbounded}</line_hinge>
      <axes_rotation additional_rotation="">{0,unbounded}</axes_rotation>
      <intersection_definition nodes_lines="">{0,unbounded}</intersection_definition>
    </surface>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:element name="surface" type="surface_discontinuity" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element crack / nodes

Namespace | No namespace
Diagram |
Type | nodes
Properties |
content | complex
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" note="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element crack / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element crack / surfaces

Namespace | No namespace
Diagram |
Type | surfaces_discontinuity
Properties |
content | complex
Model | surface*
Children | surface
Instance |
    <surfaces>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{0,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces_discontinuity"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element opening / nodes

Namespace | No namespace
Diagram |
Type | nodes
Properties |
content | complex
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" note="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element opening / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element opening / surfaces

Namespace | No namespace
Diagram |
Type | surfaces_discontinuity
Properties |
content | complex
Model | surface*
Children | surface
Instance |
    <surfaces>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{0,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces_discontinuity"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / nodal_mesh_refinement

Namespace | No namespace
Diagram |
Type | nodal_mesh_refinement_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | point*
Children | point
Instance |
    <nodal_mesh_refinement nodes="">
      <point x="" y="" z="">{0,unbounded}</point>
    </nodal_mesh_refinement>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
nodes | references | optional |
Source |
    <xs:element name="nodal_mesh_refinement" type="nodal_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_mesh_refinement_base / point

Namespace | No namespace
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="point" type="point_3d" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / line_mesh_refinement

Namespace | No namespace
Diagram |
Type | line_mesh_refinement_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers_count | xs:unsignedInt | required |
lines | references | required |
Source |
    <xs:element name="line_mesh_refinement" type="line_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / radial_mesh_refinement

Namespace | No namespace
Diagram |
Type | radial_mesh_refinement_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
lines | references | optional |
    Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.
    Type of line that forms the opening or list of lines that form the opening..
Source |
    <xs:element name="radial_mesh_refinement" type="radial_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / member_mesh_refinement

Namespace | No namespace
Diagram |
Type | member_mesh_refinement_distance
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distances | array_of_double | required |
members | references | required |
node_id | references | optional |
type | distance_type | required |
Source |
    <xs:element name="member_mesh_refinement" type="member_mesh_refinement_distance" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / surface_mesh_refinement

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
average_finite_element_length | xs:double | required |
surfaces | references | required |
Source |
    <xs:element name="surface_mesh_refinement" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="surfaces" type="references" use="required"/>
        <xs:attribute name="average_finite_element_length" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / surface_mesh_refinement_triangle

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
on_surfaces | references | required |
Source |
    <xs:element name="surface_mesh_refinement_triangle" minOccurs="0" maxOccurs="1">
      <xs:complexType>
        <xs:attribute name="on_surfaces" type="references" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / solid_mesh_refinement

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
average_finite_element_length | xs:double | optional |
solids | references | optional |
Source |
    <xs:element name="solid_mesh_refinement" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="solids" type="references"/>
        <xs:attribute name="average_finite_element_length" type="xs:double"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / surface_reverse_local_axis

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
surfaces | references | required |
Source |
    <xs:element name="surface_reverse_local_axis" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="surfaces" type="references" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / prefer_mapped_mesh

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
all_surfaces | xs:boolean | required |
surfaces | references | optional |
Source |
    <xs:element name="prefer_mapped_mesh" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="all_surfaces" type="xs:boolean" use="required"/>
        <xs:attribute name="surfaces" type="references"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / prefer_mapped_mesh_on_member

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
all_members | xs:boolean | required |
members | references | optional |
Source |
    <xs:element name="prefer_mapped_mesh_on_member" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="all_members" type="xs:boolean" use="required"/>
        <xs:attribute name="members" type="references"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / solid_layered_mesh

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
according_mesh_settings | xs:boolean | optional |
definition_surface | reference | required |
finite_element_layers_count | xs:unsignedInt | optional |
solid | reference | required |
Source |
    <xs:element name="solid_layered_mesh" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="solid" type="reference" use="required"/>
        <xs:attribute name="definition_surface" type="reference" use="required"/>
        <xs:attribute name="according_mesh_settings" type="xs:boolean"/>
        <xs:attribute name="finite_element_layers_count" type="xs:unsignedInt"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_refinement_settings / auto_mesh_refinement

Namespace | No namespace
Annotations |
    Automatické zjemnění sítě na základě odhadu chyby pomocí knihovny MEER.
    Automatic mesh refinement based on the error estimate using MEER.
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy pro zjemňování.
    Analysis number for refinement.
max_iter | xs:unsignedInt | required |
    Maximální počet opakování v případě nedosažitelného požadovaného odhadu chyby.
    Maximum number of iterations in case of unattainable required error estimate.
min_elements_length | double_positive | optional |
    Minimální velikost prvků sítě.
    Minimum elements length.
target_error | double_positive | required |
    Požadovaná chyba řešení.
    Required global energy error.
Source |
    <xs:element name="auto_mesh_refinement" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Automatické zjemnění sítě na základě odhadu chyby pomocí knihovny MEER.</xs:documentation>
        <xs:documentation xml:lang="en">Automatic mesh refinement based on the error estimate using MEER.</xs:documentation>
      </xs:annotation>
      <xs:complexType>
        <xs:attribute name="analysis" type="reference" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Číslo analýzy pro zjemňování.</xs:documentation>
            <xs:documentation xml:lang="en">Analysis number for refinement.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="target_error" type="double_positive" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Požadovaná chyba řešení.</xs:documentation>
            <xs:documentation xml:lang="en">Required global energy error.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="max_iter" type="xs:unsignedInt" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Maximální počet opakování v případě nedosažitelného požadovaného odhadu chyby.</xs:documentation>
            <xs:documentation xml:lang="en">Maximum number of iterations in case of unattainable required error estimate.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="min_elements_length" type="double_positive" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Minimální velikost prvků sítě.</xs:documentation>
            <xs:documentation xml:lang="en">Minimum elements length.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / mesh_technology

Namespace | No namespace
Annotations |
    Metoda eliminace nezávisle připojeného uzlu.
    Elimination method of independently connected node.
Diagram |
Type | independent_mesh_technology_base
Properties |
content | complex
Source |
    <xs:element name="mesh_technology" type="independent_mesh_technology_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Metoda eliminace nezávisle připojeného uzlu.</xs:documentation>
        <xs:documentation xml:lang="en">Elimination method of independently connected node.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | automatic{0,1} , block* , cylinder* , around{0,1}
Children | around, automatic, block, cylinder
Instance |
    <refinement>
      <automatic>{0,1}</automatic>
      <block level="">{0,unbounded}</block>
      <cylinder level="" radius="">{0,unbounded}</cylinder>
      <around>{0,1}</around>
    </refinement>
Source |
    <xs:element name="refinement" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="automatic" type="automatic_mesh_refinement_base" minOccurs="0"/>
          <xs:element name="block" minOccurs="0" maxOccurs="unbounded">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
                    <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
                  </xs:annotation>
                </xs:element>
                <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                    <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                  </xs:annotation>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="level" type="xs:unsignedInt">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                  <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
          <xs:element name="cylinder" minOccurs="0" maxOccurs="unbounded">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
                    <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
                  </xs:annotation>
                </xs:element>
                <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                    <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                  </xs:annotation>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="radius" type="xs:double" use="required"/>
              <xs:attribute name="level" type="xs:unsignedInt">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                  <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
          <xs:element name="around" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
                  <xs:complexType>
                    <xs:sequence>
                      <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                        <xs:annotation>
                          <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                          <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                        </xs:annotation>
                      </xs:element>
                    </xs:sequence>
                    <xs:attribute name="refs" type="references" use="required"/>
                    <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
                    <xs:attribute name="distance" type="double_positive" use="required"/>
                    <xs:attribute name="level" type="xs:unsignedInt">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                        <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                      </xs:annotation>
                    </xs:attribute>
                  </xs:complexType>
                </xs:element>
                <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
                  <xs:complexType>
                    <xs:sequence>
                      <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                        <xs:annotation>
                          <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                          <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                        </xs:annotation>
                      </xs:element>
                    </xs:sequence>
                    <xs:attribute name="refs" type="references" use="required"/>
                    <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
                    <xs:attribute name="distance" type="double_positive" use="required"/>
                    <xs:attribute name="level" type="xs:unsignedInt">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                        <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                      </xs:annotation>
                    </xs:attribute>
                  </xs:complexType>
                </xs:element>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / automatic

Namespace | No namespace
Diagram |
Type | automatic_mesh_refinement_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="automatic" type="automatic_mesh_refinement_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / block

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node{2,2} , entity_selection{0,1}
Children | entity_selection, node
Instance |
    <block level="">
      <node x="" y="" z="">{2,2}</node>
      <entity_selection members="" solids="" surfaces="">{0,1}</entity_selection>
    </block>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
level | xs:unsignedInt | optional |
    Prvek je rozdělen 2^(n-1) krát.
    Element is divided 2^(n-1) times at maximum.
Source |
    <xs:element name="block" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
              <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
            </xs:annotation>
          </xs:element>
          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="level" type="xs:unsignedInt">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / block / node

Namespace | No namespace
Annotations |
    Souřadnice rohu.
    Corner coordinates.
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 2
maxOccurs | 2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
        <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / block / entity_selection

Namespace | No namespace
Annotations |
    Specifický výběr entit k zahuštění (jinak všechny).
    A specific selection of refinement entities (otherwise all).
Diagram |
Type | entity_selection
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / cylinder

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node{2,2} , entity_selection{0,1}
Children | entity_selection, node
Instance |
    <cylinder level="" radius="">
      <node x="" y="" z="">{2,2}</node>
      <entity_selection members="" solids="" surfaces="">{0,1}</entity_selection>
    </cylinder>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
level | xs:unsignedInt | optional |
    Prvek je rozdělen 2^(n-1) krát.
    Element is divided 2^(n-1) times at maximum.
radius | xs:double | required |
Source |
    <xs:element name="cylinder" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
              <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
            </xs:annotation>
          </xs:element>
          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="radius" type="xs:double" use="required"/>
        <xs:attribute name="level" type="xs:unsignedInt">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / cylinder / node

Namespace | No namespace
Annotations |
    Souřadnice rohu.
    Corner coordinates.
Diagram |
Type | point_3d
Properties |
content | complex
minOccurs | 2
maxOccurs | 2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
        <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / cylinder / entity_selection

Namespace | No namespace
Annotations |
    Specifický výběr entit k zahuštění (jinak všechny).
    A specific selection of refinement entities (otherwise all).
Diagram |
Type | entity_selection
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / around

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | node* , line*
Children | line, node
Instance |
    <around>
      <node distance="" level="" refs="">{0,unbounded}</node>
      <line distance="" level="" refs="">{0,unbounded}</line>
    </around>
Source |
    <xs:element name="around" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                    <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                  </xs:annotation>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="refs" type="references" use="required"/>
              <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
              <xs:attribute name="distance" type="double_positive" use="required"/>
              <xs:attribute name="level" type="xs:unsignedInt">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                  <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
          <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                    <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                  </xs:annotation>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="refs" type="references" use="required"/>
              <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
              <xs:attribute name="distance" type="double_positive" use="required"/>
              <xs:attribute name="level" type="xs:unsignedInt">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                  <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / around / node

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | entity_selection{0,1}
Children | entity_selection
Instance |
    <node distance="" level="" refs="">
      <entity_selection members="" solids="" surfaces="">{0,1}</entity_selection>
    </node>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance | double_positive | required |
level | xs:unsignedInt | optional |
    Prvek je rozdělen 2^(n-1) krát.
    Element is divided 2^(n-1) times at maximum.
refs | references | required |
Source |
    <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="refs" type="references" use="required"/>
        <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
        <xs:attribute name="distance" type="double_positive" use="required"/>
        <xs:attribute name="level" type="xs:unsignedInt">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / around / node / entity_selection

Namespace | No namespace
Annotations |
    Specifický výběr entit k zahuštění (jinak všechny).
    A specific selection of refinement entities (otherwise all).
Diagram |
Type | entity_selection
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / around / line

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | entity_selection{0,1}
Children | entity_selection
Instance |
    <line distance="" level="" refs="">
      <entity_selection members="" solids="" surfaces="">{0,1}</entity_selection>
    </line>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance | double_positive | required |
level | xs:unsignedInt | optional |
    Prvek je rozdělen 2^(n-1) krát.
    Element is divided 2^(n-1) times at maximum.
refs | references | required |
Source |
    <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="refs" type="references" use="required"/>
        <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
        <xs:attribute name="distance" type="double_positive" use="required"/>
        <xs:attribute name="level" type="xs:unsignedInt">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_independent_connection_settings / refinement / around / line / entity_selection

Namespace | No namespace
Annotations |
    Specifický výběr entit k zahuštění (jinak všechny).
    A specific selection of refinement entities (otherwise all).
Diagram |
Type | entity_selection
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_global_settings / free_member_division_settings

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
average_lenght_of_finite_elements | xs:double | optional |
finite_element_length_on_curved_member | xs:double | optional |
finite_elements_count | xs:unsignedInt | required |
max_finite_element_length | xs:double | required |
min_finite_element_length | xs:double | required |
Source |
    <xs:element name="free_member_division_settings" minOccurs="0">
      <xs:complexType>
        <!--počet dílků na volném prutu a dále minimální a maximální velikost dílku, pokud by velikost dílku pro daný prut vyšla menší než minimální nebo větší než maximální, tak se počet dílků příslušně upraví.-->
        <xs:attribute name="finite_elements_count" type="xs:unsignedInt" use="required"/>
        <!--počet dílků na volném prutu-->
        <xs:attribute name="min_finite_element_length" type="xs:double" use="required"/>
        <xs:attribute name="max_finite_element_length" type="xs:double" use="required"/>
        <xs:attribute name="finite_element_length_on_curved_member" type="xs:double" use="optional"/>
        <xs:attribute name="average_lenght_of_finite_elements" type="xs:double"/>
        <!--průměrná délka dílku na volných prutech-->
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mesh_global_settings / maximal_finite_element_limits

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member_elements | xs:unsignedInt | optional |
mesh_nodes | xs:unsignedInt | optional |
solid_elements | xs:unsignedInt | optional |
surface_elements | xs:unsignedInt | optional |
Source |
    <xs:element name="maximal_finite_element_limits" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="mesh_nodes" type="xs:unsignedInt"/>
        <xs:attribute name="member_elements" type="xs:unsignedInt"/>
        <xs:attribute name="surface_elements" type="xs:unsignedInt"/>
        <xs:attribute name="solid_elements" type="xs:unsignedInt"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_mesh_refinement_rectangular / vectorU

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vectorU">
      <xs:complexType>
        <xs:attributeGroup ref="vector_3d"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nodal_mesh_refinement_rectangular / vectorV

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="vectorV">
      <xs:complexType>
        <xs:attributeGroup ref="vector_3d"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element independent_mesh_weights / spherical_region_for_solids

Namespace | No namespace
Diagram |
Type | independent_mesh_spherical_region_selection
Type hierarchy | independent_mesh_technology_base independent_mesh_spherical_region_selection
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
approx_region_min | xs:unsignedInt | optional |
    Minimální počet uzlů v aproximační oblasti.
    Minimum number of nodes in spherical approximation region.
approx_region_radius | double_positive | optional |
    Poloměr aproximační oblasti.
    Radius of spherical approximation region.
distance_in_projection | xs:boolean | optional |
    Vzdálenosti pro výpočet vah v průmětu.
    Distance for weight calculation measured in projection.
modify_solid_stiffness_inside | xs:boolean | optional |
    Modifikace tuhosti prvků zeminy v oblasti piloty.
    Modify stiffness of solid elements in the pile.
selection | references | optional |
weight_function_modification | xs:boolean | optional |
    Zohlednit ve výpočtu modifikace rovnic pro výpočet vah.
    Consider equation modification for weights calculation.
Source |
    <xs:element name="spherical_region_for_solids" type="independent_mesh_spherical_region_selection" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_state_base / analysis

Namespace | No namespace
Diagram |
Type | analysis_reference
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
    Reference na konkrétní analýzu, POZOR: zatím nejde použít pro vlastní čísla nebo lineární stabilitu.
    Reference to the analysis, WARNING: You cannot use it with eigen or lin. stability values.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="analysis" type="analysis_reference" minOccurs="1" maxOccurs="unbounded">
      <!--<xs:complexType>
              -->
      <!-- ref: reference to analysis-->
      <!--
              <xs:attribute name="ref" type="reference" use="required">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Reference na konkrétní analýzu, POZOR: zatím nejde použít pro vlastní čísla nebo lineární stabilitu.</xs:documentation>
                  <xs:documentation xml:lang="en">Reference to the analysis, WARNING: You cannot use it with eigen or lin. stability values.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
              -->
      <!-- multiplier: multiplier of the analysis result-->
      <!--
              <xs:attribute name="multiplier" type="xs:double"/>
            </xs:complexType>-->
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element strains / strain_multiplication

Namespace | No namespace
Diagram |
Type | initial_strain_multiplication_type
Properties |
content | complex
minOccurs | 0
Model | individual_factors
Children | individual_factors
Instance |
    <strain_multiplication default_coefficient="">
      <individual_factors>{1,1}</individual_factors>
    </strain_multiplication>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
default_coefficient | xs:double | optional |
    Defaultní koeficient násobení strainů. (default = 1)
    Default coefficient for strain multiplication. (default = 1)
Source |
    <xs:element name="strain_multiplication" type="initial_strain_multiplication_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_multiplication_type / individual_factors

Namespace | No namespace
Diagram |
Type | initial_strain_individual_factors_type
Properties |
content | complex
Model | members* , surfaces* , solids* , supported_nodes* , supported_lines* , member_hinges* , line_releases*
Children | line_releases, member_hinges, members, solids, supported_lines, supported_nodes, surfaces
Instance |
    <individual_factors>
      <members factor="" ref="">{0,unbounded}</members>
      <surfaces factor="" ref="">{0,unbounded}</surfaces>
      <solids factor="" ref="">{0,unbounded}</solids>
      <supported_nodes factor="" ref="">{0,unbounded}</supported_nodes>
      <supported_lines factor="" ref="">{0,unbounded}</supported_lines>
      <member_hinges factor="" ref="">{0,unbounded}</member_hinges>
      <line_releases factor="" ref="">{0,unbounded}</line_releases>
    </individual_factors>
Source |
    <xs:element name="individual_factors" type="initial_strain_individual_factors_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / members

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="members" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / surfaces

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="surfaces" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / solids

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="solids" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / supported_nodes

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="supported_nodes" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / supported_lines

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="supported_lines" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / member_hinges

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="member_hinges" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element initial_strain_individual_factors_type / line_releases

Namespace | No namespace
Diagram |
Type | initial_strain_individual_objects
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:element name="line_releases" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | static_analysis
Type hierarchy | analysis_setting_base static_analysis
Properties |
content | complex
maxOccurs | unbounded
Model | iterative_method_settings{0,1} , precision_and_tolerance{0,1} , form_finding{0,1} , conversion_mass_to_loads{0,1} , reactivation_of_failing_members{0,1} , time_dependent_analysis{0,1} , master_modification{0,1}
Children | conversion_mass_to_loads, form_finding, iterative_method_settings, master_modification, precision_and_tolerance, reactivation_of_failing_members, time_dependent_analysis
Instance |
    <settings analysis_type="" calculate_instabil_structure="" consider_favourable_effect_due_to_tension="" divide_results_by_multiplier_factor="" dxf_coef="" force_finding="" id="" increments="" iterations="" limit_ncpu="" loading_multiplier_factor="" members_code="" minimum_initial_strain_for_cable_membrane="" nonlinear_system_method="" note="" plate_bending_theory="" save_results_of_all_load_increments="" solver_of_equations="" time_increments="" write_results_for_singular_system="">
      <iterative_method_settings instability_criterion="" iteration_percentage_newton_raphson_picard="" terminate_calculation_criterion="">{0,1}</iterative_method_settings>
      <precision_and_tolerance matrix_singularity_epsilon="" matrix_singularity_ratio="" precision_of_convergence_criteria="" robustness_of_iterative_calculation="" time_step_coefficient_for_dynamic_relaxation="">{0,1}</precision_and_tolerance>
      <form_finding integrate_preliminary_form_finding="" number_of_iterations_for_loading_prestress="" speed_of_convergence="">{0,1}</form_finding>
      <conversion_mass_to_loads acceleration_x="" acceleration_y="" acceleration_z="">{0,1}</conversion_mass_to_loads>
      <reactivation_of_failing_members maximum_number_of_reactivations="">{0,1}</reactivation_of_failing_members>
      <time_dependent_analysis>{0,1}</time_dependent_analysis>
      <master_modification deactivate_all_nonlinearities="" deactivate_singularity_control="" deactivate_stress_stiffness_interaction="">{0,1}</master_modification>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis_type | static_analysis_type | required |
calculate_instabil_structure | xs:boolean | optional |
consider_favourable_effect_due_to_tension | xs:boolean | optional |
divide_results_by_multiplier_factor | xs:boolean | optional |
    Tento atribut není v SolverManageru používán!!!
    This attribute is not used in SolverManager!!!
dxf_coef | xs:double | optional |
    Násobitel pro ukládání deformované geometrie do souborů DXF
    Multiplier for saving deformed geometry to DXF files
force_finding | xs:boolean | optional |
    Zapracovaní dle Lang. U statiky a nelineární stability. příznak v PRO FORCE_FINDING default = NO.
id | id | required |
increments | integer_positive | optional |
iterations | integer_positive | optional |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
loading_multiplier_factor | xs:double | optional |
members_code | member_code_type | optional |
    Redukce ohybových tuhostí v závislosti na normálové síle a smyku. Lze použít pouze pro Picarda a nelze kombinovat s ostatními kódy pro membry!
    Reduction of bending stiffnesses based on the normal force and shear force. Can be used only with Picard and cannot be used with other member codes!
minimum_initial_strain_for_cable_membrane | xs:double | optional |
nonlinear_system_method | static_nonlinear_method | optional |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
save_results_of_all_load_increments | xs:boolean | optional |
solver_of_equations | method_of_equation_system_type | optional |
time_increments | integer_positive | optional |
write_results_for_singular_system | xs:boolean | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="settings" type="static_analysis" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / iterative_method_settings

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | second_order_refer_internal_forces_to_deformed_structure{0,1}
Children | second_order_refer_internal_forces_to_deformed_structure
Instance |
    <iterative_method_settings instability_criterion="" iteration_percentage_newton_raphson_picard="" terminate_calculation_criterion="">
      <second_order_refer_internal_forces_to_deformed_structure moments="" normal_forces="" shear_forces="">{0,1}</second_order_refer_internal_forces_to_deformed_structure>
    </iterative_method_settings>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
instability_criterion | instability_criterion | optional |
iteration_percentage_newton_raphson_picard | xs:double | optional |
terminate_calculation_criterion | terminate_calculation_criterion | optional |
Source |
    <xs:element name="iterative_method_settings" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="second_order_refer_internal_forces_to_deformed_structure" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Zapsaný blok transformace na deformovanou k-ci (existence tohoto elementu). BEAM_FORCES_TRANSFORMATION = NO/false (neuvažuje se) YES/true - uvažuje se dle jednotlivých atributů. Jednotlivé atributy defaut = false.</xs:documentation>
              <xs:documentation xml:lang="en"/>
            </xs:annotation>
            <xs:complexType>
              <xs:attribute name="normal_forces" type="xs:boolean" use="required"/>
              <xs:attribute name="shear_forces" type="xs:boolean" use="required"/>
              <xs:attribute name="moments" type="xs:boolean" use="required"/>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="iteration_percentage_newton_raphson_picard" type="xs:double"/>
        <xs:attribute name="instability_criterion" type="instability_criterion"/>
        <xs:attribute name="terminate_calculation_criterion" type="terminate_calculation_criterion"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / iterative_method_settings / second_order_refer_internal_forces_to_deformed_structure

Namespace | No namespace
Annotations |
    Zapsaný blok transformace na deformovanou k-ci (existence tohoto elementu). BEAM_FORCES_TRANSFORMATION = NO/false (neuvažuje se) YES/true - uvažuje se dle jednotlivých atributů. Jednotlivé atributy defaut = false.
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
moments | xs:boolean | required |
normal_forces | xs:boolean | required |
shear_forces | xs:boolean | required |
Source |
    <xs:element name="second_order_refer_internal_forces_to_deformed_structure" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zapsaný blok transformace na deformovanou k-ci (existence tohoto elementu). BEAM_FORCES_TRANSFORMATION = NO/false (neuvažuje se) YES/true - uvažuje se dle jednotlivých atributů. Jednotlivé atributy defaut = false.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
      <xs:complexType>
        <xs:attribute name="normal_forces" type="xs:boolean" use="required"/>
        <xs:attribute name="shear_forces" type="xs:boolean" use="required"/>
        <xs:attribute name="moments" type="xs:boolean" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / precision_and_tolerance

Namespace | No namespace
Diagram |
Type | precision_and_tolerance
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
matrix_singularity_epsilon | xs:double | optional |
matrix_singularity_ratio | xs:double | optional |
precision_of_convergence_criteria | double_positive | required |
robustness_of_iterative_calculation | xs:double | optional |
time_step_coefficient_for_dynamic_relaxation | xs:double | optional |
Source |
    <xs:element name="precision_and_tolerance" type="precision_and_tolerance" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / form_finding

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
integrate_preliminary_form_finding | xs:boolean | required |
    Použití rychlého předběžného form findingu před standardním.
    Usage of fast preliminary form finding before the standard one.
number_of_iterations_for_loading_prestress | xs:unsignedInt | required |
    Maximální počet form finding iterací
    Maximum number of form finding iterations.
speed_of_convergence | xs:double | required |
    Ovlivňuje rychlost a stabilitu form finding analýzy.
    Influences the form finding speed and stability.
Source |
    <xs:element name="form_finding" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="number_of_iterations_for_loading_prestress" type="xs:unsignedInt" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Maximální počet form finding iterací</xs:documentation>
            <xs:documentation xml:lang="en">Maximum number of form finding iterations.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="integrate_preliminary_form_finding" type="xs:boolean" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Použití rychlého předběžného form findingu před standardním.</xs:documentation>
            <xs:documentation xml:lang="en">Usage of fast preliminary form finding before the standard one.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="speed_of_convergence" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Ovlivňuje rychlost a stabilitu form finding analýzy.</xs:documentation>
            <xs:documentation xml:lang="en">Influences the form finding speed and stability.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / conversion_mass_to_loads

Namespace | No namespace
Diagram |
Type | conversion_mass_to_loads
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration_x | xs:double | optional |
acceleration_y | xs:double | optional |
acceleration_z | xs:double | optional |
Source |
    <xs:element name="conversion_mass_to_loads" type="conversion_mass_to_loads" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / reactivation_of_failing_members

Namespace | No namespace
Diagram |
Type | reactivation_of_failing_members_base
Properties |
content | complex
minOccurs | 0
Model | reactivation_exceptional_handling{0,1}
Children | reactivation_exceptional_handling
Instance |
    <reactivation_of_failing_members maximum_number_of_reactivations="">
      <reactivation_exceptional_handling>{0,1}</reactivation_exceptional_handling>
    </reactivation_of_failing_members>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximum_number_of_reactivations | xs:double | optional |
Source |
    <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element reactivation_of_failing_members_base / reactivation_exceptional_handling

Namespace | No namespace
Diagram |
Type | reactivation_exceptional_handling_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Source |
    <xs:element name="reactivation_exceptional_handling" type="reactivation_exceptional_handling_base" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / time_dependent_analysis

Namespace | No namespace
Diagram |
Type | time_dependent_analysis_setting_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="time_dependent_analysis" type="time_dependent_analysis_setting_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element static_analysis_element_group / master_modification

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
deactivate_all_nonlinearities | xs:boolean | optional |
    Deaktivuje veškeré nelinearity (materiálové, geometrické) -> je proveden lineární výpočet jednou iterací.
    Deactivates all nonlinearities (material, geometric) -> linear calculation is performed in one iteration.
deactivate_singularity_control | xs:boolean | optional |
deactivate_stress_stiffness_interaction | xs:boolean | optional |
Source |
    <xs:element name="master_modification" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="deactivate_all_nonlinearities" type="xs:boolean">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Deaktivuje veškeré nelinearity (materiálové, geometrické) -> je proveden lineární výpočet jednou iterací.</xs:documentation>
            <xs:documentation xml:lang="en">Deactivates all nonlinearities (material, geometric) -> linear calculation is performed in one iteration.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="deactivate_singularity_control" type="xs:boolean"/>
        <xs:attribute name="deactivate_stress_stiffness_interaction" type="xs:boolean"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element stability_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | analysis_setting_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:element name="settings" type="analysis_setting_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | modal_analysis
Type hierarchy | analysis_setting_base modal_analysis
Properties |
content | complex
maxOccurs | unbounded
Model | number_of_eigenvalues , acting_masses{0,1} , neglect_masses{0,1} , precision_and_tolerance{0,1}
Children | acting_masses, neglect_masses, number_of_eigenvalues, precision_and_tolerance
Instance |
    <settings eigenvectors_beyond_frequency="" id="" limit_ncpu="" loads_to_mass_conversion="" mass_lumping="" mass_matrix="" method="" minimum_initial_strain_for_cable_membrane="" note="" plate_bending_theory="">
      <number_of_eigenvalues>{1,1}</number_of_eigenvalues>
      <acting_masses phi_x="" phi_y="" phi_z="" u_x="" u_y="" u_z="">{0,1}</acting_masses>
      <neglect_masses>{0,1}</neglect_masses>
      <precision_and_tolerance matrix_singularity_epsilon="" matrix_singularity_ratio="" precision_of_convergence_criteria="">{0,1}</precision_and_tolerance>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eigenvectors_beyond_frequency | xs:double | optional |
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
method | eigenvalue_method_type | required |
minimum_initial_strain_for_cable_membrane | xs:double | optional |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:element name="settings" type="modal_analysis" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_analysis / number_of_eigenvalues

Namespace | No namespace
Diagram |
Type | number_of_eigenvalues_base
Properties |
content | complex
Source |
    <xs:element name="number_of_eigenvalues" type="number_of_eigenvalues_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_analysis / acting_masses

Namespace | No namespace
Diagram |
Type | acting_masses_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | required |
phi_y | xs:boolean | required |
phi_z | xs:boolean | required |
u_x | xs:boolean | required |
u_y | xs:boolean | required |
u_z | xs:boolean | required |
Source |
    <xs:element name="acting_masses" type="acting_masses_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_analysis / neglect_masses

Namespace | No namespace
Diagram |
Type | neglect_masses_type
Properties |
content | complex
minOccurs | 0
Model | nodes* , lines* , members* , surfaces* , solids* , subsoil_on_members* , supports_at_nodes* , supports_at_lines* , supports_at_surfaces*
Children | lines, members, nodes, solids, subsoil_on_members, supports_at_lines, supports_at_nodes, supports_at_surfaces, surfaces
Instance |
    <neglect_masses>
      <nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</nodes>
      <lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</lines>
      <members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</members>
      <surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</surfaces>
      <solids phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</solids>
      <subsoil_on_members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</subsoil_on_members>
      <supports_at_nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_nodes>
      <supports_at_lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_lines>
      <supports_at_surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_surfaces>
    </neglect_masses>
Source |
    <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / nodes

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="nodes" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / lines

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="lines" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / members

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="members" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / surfaces

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="surfaces" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / solids

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="solids" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / subsoil_on_members

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="subsoil_on_members" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / supports_at_nodes

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="supports_at_nodes" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / supports_at_lines

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="supports_at_lines" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element neglect_masses_type / supports_at_surfaces

Namespace | No namespace
Diagram |
Type | neglect_masses_element_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:element name="supports_at_surfaces" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_analysis / precision_and_tolerance

Namespace | No namespace
Diagram |
Type | precision_and_tolerance_modal
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
matrix_singularity_epsilon | xs:double | optional |
matrix_singularity_ratio | xs:double | optional |
precision_of_convergence_criteria | double_positive | optional |
Source |
    <xs:element name="precision_and_tolerance" type="precision_and_tolerance_modal" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spectral_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | spectral_analysis
Type hierarchy | analysis_setting_base spectral_analysis
Properties |
content | complex
maxOccurs | unbounded
Model | combination_rules_for_periodic_responses , include_missing_masses{0,1}
Children | combination_rules_for_periodic_responses, include_missing_masses
Instance |
    <settings id="" limit_ncpu="" note="" overturning_reference_level_Z="" use_equivalent_linear_combination="">
      <combination_rules_for_periodic_responses signed_results_using_dominant_mode="">{1,1}</combination_rules_for_periodic_responses>
      <include_missing_masses residual_mode="" zero_periodic_acceleration="" zpa="">{0,1}</include_missing_masses>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
overturning_reference_level_Z | xs:double | optional |
use_equivalent_linear_combination | xs:boolean | optional |
Source |
    <xs:element name="settings" type="spectral_analysis" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spectral_analysis / combination_rules_for_periodic_responses

Namespace | No namespace
Diagram |
Type | spectral_analysis_combination_rule_base
Properties |
content | complex
Model | signed_results{0,1}
Children | signed_results
Instance |
    <combination_rules_for_periodic_responses signed_results_using_dominant_mode="">
      <signed_results>{0,1}</signed_results>
    </combination_rules_for_periodic_responses>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
Source |
    <xs:element name="combination_rules_for_periodic_responses" type="spectral_analysis_combination_rule_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spectral_analysis_combination_rule_base / signed_results

Namespace | No namespace
Diagram |
Type | signed_results_using_dominant_mode_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="signed_results" type="signed_results_using_dominant_mode_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element spectral_analysis / include_missing_masses

Namespace | No namespace
Diagram |
Type | include_missing_masses_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
residual_mode | xs:boolean | required |
zero_periodic_acceleration | zero_periodic_accelerations | optional |
zpa | xs:double | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="include_missing_masses" type="include_missing_masses_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element time_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:element name="settings" type="time_analysis_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element harmonic_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | harmonic_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base harmonic_analysis_base
Properties |
content | complex
maxOccurs | unbounded
Model | type{0,1}
Children | type
Instance |
    <settings id="" limit_ncpu="" note="">
      <type>{0,1}</type>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:element name="settings" type="harmonic_analysis_base" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element harmonic_analysis_base / type

Namespace | No namespace
Annotations |
    Dopřesnění výpočtu harmonické odezvy.
    Specification of harmonic response calculation.
Diagram |
Type | harmonic_analysis_type_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="type" type="harmonic_analysis_type_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dopřesnění výpočtu harmonické odezvy.</xs:documentation>
        <xs:documentation xml:lang="en">Specification of harmonic response calculation.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element pushover_analysis_settings / settings

Namespace | No namespace
Diagram |
Type | pushover_analysis
Type hierarchy | analysis_setting_base nonlinear_stability pushover_analysis
Properties |
content | complex
maxOccurs | unbounded
Model | refinement_of_last_increment , setting_explicitly{0,1} , conversion_mass_to_loads{0,1} , limit_value{0,1} , reactivation_of_failing_members{0,1}
Children | conversion_mass_to_loads, limit_value, reactivation_of_failing_members, refinement_of_last_increment, setting_explicitly
Instance |
    <settings epsylon_dm_dt="" id="" initial_load_factor="" limit_ncpu="" load_factor_increment="" max_increments="" note="" save_results_of_all_load_increments="" setting_by_reference_to_static_analysis_settings="">
      <refinement_of_last_increment>{1,1}</refinement_of_last_increment>
      <setting_explicitly analysis_type="" calculate_instabil_structure="" consider_favourable_effect_due_to_tension="" divide_results_by_multiplier_factor="" dxf_coef="" force_finding="" increments="" iterations="" loading_multiplier_factor="" members_code="" minimum_initial_strain_for_cable_membrane="" nonlinear_system_method="" plate_bending_theory="" save_results_of_all_load_increments="" solver_of_equations="" time_increments="" write_results_for_singular_system="">{0,1}</setting_explicitly>
      <conversion_mass_to_loads acceleration_x="" acceleration_y="" acceleration_z="">{0,1}</conversion_mass_to_loads>
      <limit_value>{0,1}</limit_value>
      <reactivation_of_failing_members maximum_number_of_reactivations="">{0,1}</reactivation_of_failing_members>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
epsylon_dm_dt | xs:double | optional |
    Iterative procedure if difference between d*_m and d*_t is bigger than
id | id | required |
initial_load_factor | xs:double | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
load_factor_increment | xs:double | required |
max_increments | xs:unsignedInt | required |
note | xs:string | optional |
save_results_of_all_load_increments | xs:boolean | required |
setting_by_reference_to_static_analysis_settings | reference | optional |
Source |
    <xs:element name="settings" type="pushover_analysis" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nonlinear_stability / refinement_of_last_increment

Namespace | No namespace
Diagram |
Type | refinement_of_last_increment_base
Properties |
content | complex
Source |
    <xs:element name="refinement_of_last_increment" type="refinement_of_last_increment_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nonlinear_stability / setting_explicitly

Namespace | No namespace
Diagram |
Type | static_analysis_content
Properties |
content | complex
minOccurs | 0
Model | iterative_method_settings{0,1} , precision_and_tolerance{0,1} , form_finding{0,1} , conversion_mass_to_loads{0,1} , reactivation_of_failing_members{0,1} , time_dependent_analysis{0,1} , master_modification{0,1}
Children | conversion_mass_to_loads, form_finding, iterative_method_settings, master_modification, precision_and_tolerance, reactivation_of_failing_members, time_dependent_analysis
Instance |
    <setting_explicitly analysis_type="" calculate_instabil_structure="" consider_favourable_effect_due_to_tension="" divide_results_by_multiplier_factor="" dxf_coef="" force_finding="" increments="" iterations="" loading_multiplier_factor="" members_code="" minimum_initial_strain_for_cable_membrane="" nonlinear_system_method="" plate_bending_theory="" save_results_of_all_load_increments="" solver_of_equations="" time_increments="" write_results_for_singular_system="">
      <iterative_method_settings instability_criterion="" iteration_percentage_newton_raphson_picard="" terminate_calculation_criterion="">{0,1}</iterative_method_settings>
      <precision_and_tolerance matrix_singularity_epsilon="" matrix_singularity_ratio="" precision_of_convergence_criteria="" robustness_of_iterative_calculation="" time_step_coefficient_for_dynamic_relaxation="">{0,1}</precision_and_tolerance>
      <form_finding integrate_preliminary_form_finding="" number_of_iterations_for_loading_prestress="" speed_of_convergence="">{0,1}</form_finding>
      <conversion_mass_to_loads acceleration_x="" acceleration_y="" acceleration_z="">{0,1}</conversion_mass_to_loads>
      <reactivation_of_failing_members maximum_number_of_reactivations="">{0,1}</reactivation_of_failing_members>
      <time_dependent_analysis>{0,1}</time_dependent_analysis>
      <master_modification deactivate_all_nonlinearities="" deactivate_singularity_control="" deactivate_stress_stiffness_interaction="">{0,1}</master_modification>
    </setting_explicitly>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis_type | static_analysis_type | required |
calculate_instabil_structure | xs:boolean | optional |
consider_favourable_effect_due_to_tension | xs:boolean | optional |
divide_results_by_multiplier_factor | xs:boolean | optional |
    Tento atribut není v SolverManageru používán!!!
    This attribute is not used in SolverManager!!!
dxf_coef | xs:double | optional |
    Násobitel pro ukládání deformované geometrie do souborů DXF
    Multiplier for saving deformed geometry to DXF files
force_finding | xs:boolean | optional |
    Zapracovaní dle Lang. U statiky a nelineární stability. příznak v PRO FORCE_FINDING default = NO.
increments | integer_positive | optional |
iterations | integer_positive | optional |
loading_multiplier_factor | xs:double | optional |
members_code | member_code_type | optional |
    Redukce ohybových tuhostí v závislosti na normálové síle a smyku. Lze použít pouze pro Picarda a nelze kombinovat s ostatními kódy pro membry!
    Reduction of bending stiffnesses based on the normal force and shear force. Can be used only with Picard and cannot be used with other member codes!
minimum_initial_strain_for_cable_membrane | xs:double | optional |
nonlinear_system_method | static_nonlinear_method | optional |
plate_bending_theory | plate_bending_theory_type | optional |
save_results_of_all_load_increments | xs:boolean | optional |
solver_of_equations | method_of_equation_system_type | optional |
time_increments | integer_positive | optional |
write_results_for_singular_system | xs:boolean | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="setting_explicitly" type="static_analysis_content" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nonlinear_stability / conversion_mass_to_loads

Namespace | No namespace
Diagram |
Type | conversion_mass_to_loads
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration_x | xs:double | optional |
acceleration_y | xs:double | optional |
acceleration_z | xs:double | optional |
Source |
    <xs:element name="conversion_mass_to_loads" type="conversion_mass_to_loads" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nonlinear_stability / limit_value

Namespace | No namespace
Diagram |
Type | limit_value_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="limit_value" type="limit_value_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element nonlinear_stability / reactivation_of_failing_members

Namespace | No namespace
Diagram |
Type | reactivation_of_failing_members_base
Properties |
content | complex
minOccurs | 0
Model | reactivation_exceptional_handling{0,1}
Children | reactivation_exceptional_handling
Instance |
    <reactivation_of_failing_members maximum_number_of_reactivations="">
      <reactivation_exceptional_handling>{0,1}</reactivation_exceptional_handling>
    </reactivation_of_failing_members>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximum_number_of_reactivations | xs:double | optional |
Source |
    <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element time_dependent_analysis_setting_function / function

Namespace | No namespace
Diagram |
Type | diagram_xy_base
Properties |
content | complex
minOccurs | 1
Source |
    <xs:element name="function" type="diagram_xy_base" minOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_analysis / damping

Namespace | No namespace
Diagram |
Type | damping_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="damping" type="damping_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_harmonic_load_type / harmonic_load

Namespace | No namespace
Diagram |
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
amplitude | xs:double | required |
phase_shift | xs:double | required |
value | xs:double | required |
weighting_factor | xs:double | optional |
    Pokud není zapsáno musí být zapsán element weighting_factors.
    If not written, the weighting_factors element must be written.
Source |
    <xs:element name="harmonic_load" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="value" type="xs:double" use="required"/>
        <xs:attribute name="amplitude" type="xs:double" use="required"/>
        <xs:attribute name="phase_shift" type="xs:double" use="required"/>
        <xs:attribute name="weighting_factor" type="xs:double" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Pokud není zapsáno musí být zapsán element weighting_factors.</xs:documentation>
            <xs:documentation xml:lang="en">If not written, the weighting_factors element must be written.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element mode_superposition_harmonic_analysis / damping

Namespace | No namespace
Diagram |
Type | damping_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="damping" type="damping_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element full_harmonic_analysis / acting_masses

Namespace | No namespace
Diagram |
Type | acting_masses_type
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | required |
phi_y | xs:boolean | required |
phi_z | xs:boolean | required |
u_x | xs:boolean | required |
u_y | xs:boolean | required |
u_z | xs:boolean | required |
Source |
    <xs:element name="acting_masses" type="acting_masses_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element full_harmonic_analysis / neglect_masses

Namespace | No namespace
Diagram |
Type | neglect_masses_type
Properties |
content | complex
minOccurs | 0
Model | nodes* , lines* , members* , surfaces* , solids* , subsoil_on_members* , supports_at_nodes* , supports_at_lines* , supports_at_surfaces*
Children | lines, members, nodes, solids, subsoil_on_members, supports_at_lines, supports_at_nodes, supports_at_surfaces, surfaces
Instance |
    <neglect_masses>
      <nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</nodes>
      <lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</lines>
      <members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</members>
      <surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</surfaces>
      <solids phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</solids>
      <subsoil_on_members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</subsoil_on_members>
      <supports_at_nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_nodes>
      <supports_at_lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_lines>
      <supports_at_surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_surfaces>
    </neglect_masses>
Source |
    <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element full_harmonic_analysis / rayleigh_damping

Namespace | No namespace
Diagram |
Type | rayleigh_damping
Type hierarchy | damping_base rayleigh_damping
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alpha | xs:double | optional |
beta | xs:double | optional |
Source |
    <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_linear / time

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculation_time_step | xs:double | required |
end_time | xs:double | required |
saving_time_step | xs:double | required |
Source |
    <xs:element name="time">
      <xs:complexType>
        <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
        <xs:attribute name="end_time" type="xs:double" use="required"/>
        <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element modal_linear / damping

Namespace | No namespace
Diagram |
Type | damping_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="damping" type="damping_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element linear_time_analysis_base / acting_masses

Namespace | No namespace
Diagram |
Type | acting_masses_type
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | required |
phi_y | xs:boolean | required |
phi_z | xs:boolean | required |
u_x | xs:boolean | required |
u_y | xs:boolean | required |
u_z | xs:boolean | required |
Source |
    <xs:element name="acting_masses" type="acting_masses_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element linear_time_analysis_base / neglect_masses

Namespace | No namespace
Diagram |
Type | neglect_masses_type
Properties |
content | complex
minOccurs | 0
Model | nodes* , lines* , members* , surfaces* , solids* , subsoil_on_members* , supports_at_nodes* , supports_at_lines* , supports_at_surfaces*
Children | lines, members, nodes, solids, subsoil_on_members, supports_at_lines, supports_at_nodes, supports_at_surfaces, surfaces
Instance |
    <neglect_masses>
      <nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</nodes>
      <lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</lines>
      <members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</members>
      <surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</surfaces>
      <solids phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</solids>
      <subsoil_on_members phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</subsoil_on_members>
      <supports_at_nodes phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_nodes>
      <supports_at_lines phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_lines>
      <supports_at_surfaces phi_x="" phi_y="" phi_z="" refs="" u_x="" u_y="" u_z="">{0,unbounded}</supports_at_surfaces>
    </neglect_masses>
Source |
    <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_linear / time

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculation_time_step | xs:double | required |
end_time | xs:double | required |
saving_time_step | xs:double | required |
Source |
    <xs:element name="time">
      <xs:complexType>
        <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
        <xs:attribute name="end_time" type="xs:double" use="required"/>
        <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_linear / rayleigh_damping

Namespace | No namespace
Diagram |
Type | rayleigh_damping
Type hierarchy | damping_base rayleigh_damping
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alpha | xs:double | optional |
beta | xs:double | optional |
Source |
    <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_nonlinear / time

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculation_time_step | xs:double | required |
end_time | xs:double | required |
saving_time_step | xs:double | required |
Source |
    <xs:element name="time">
      <xs:complexType>
        <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
        <xs:attribute name="end_time" type="xs:double" use="required"/>
        <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_nonlinear / rayleigh_damping

Namespace | No namespace
Diagram |
Type | rayleigh_damping
Type hierarchy | damping_base rayleigh_damping
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alpha | xs:double | optional |
beta | xs:double | optional |
Source |
    <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_nonlinear / precision_and_tolerance

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
matrix_singularity_epsilon | xs:double | optional |
matrix_singularity_ratio | xs:double | optional |
precision_of_convergence_criteria | double_positive | required |
robustness_of_iterative_calculation | xs:double | optional |
Source |
    <xs:element name="precision_and_tolerance" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="precision_of_convergence_criteria" type="double_positive" use="required"/>
        <xs:attribute name="matrix_singularity_epsilon" type="xs:double"/>
        <xs:attribute name="matrix_singularity_ratio" type="xs:double"/>
        <xs:attribute name="robustness_of_iterative_calculation" type="xs:double"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element newmark_nonlinear / reactivation_of_failing_members

Namespace | No namespace
Diagram |
Type | reactivation_of_failing_members_base
Properties |
content | complex
minOccurs | 0
Model | reactivation_exceptional_handling{0,1}
Children | reactivation_exceptional_handling
Instance |
    <reactivation_of_failing_members maximum_number_of_reactivations="">
      <reactivation_exceptional_handling>{0,1}</reactivation_exceptional_handling>
    </reactivation_of_failing_members>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximum_number_of_reactivations | xs:double | optional |
Source |
    <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element explicit_nonlinear / time

Namespace | No namespace
Diagram |
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculation_time_step | xs:double | optional |
end_time | xs:double | required |
saving_time_step | xs:double | required |
Source |
    <xs:element name="time">
      <xs:complexType>
        <xs:attribute name="calculation_time_step" type="xs:double" use="optional"/>
        <xs:attribute name="end_time" type="xs:double" use="required"/>
        <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element explicit_nonlinear / rayleigh_damping

Namespace | No namespace
Annotations |
    Může být použita pouze alfa. Nelze kombinovat s atributem rayleigh_damping_alpha.
    Only alpha can be used. Cannot be combined with the attribute rayleigh_damping_alpha.
Diagram |
Type | rayleigh_damping
Type hierarchy | damping_base rayleigh_damping
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alpha | xs:double | optional |
beta | xs:double | optional |
Source |
    <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Může být použita pouze alfa. Nelze kombinovat s atributem rayleigh_damping_alpha.</xs:documentation>
        <xs:documentation xml:lang="en">Only alpha can be used. Cannot be combined with the attribute rayleigh_damping_alpha.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element explicit_nonlinear / reactivation_of_failing_members

Namespace | No namespace
Diagram |
Type | reactivation_of_failing_members_base
Properties |
content | complex
minOccurs | 0
Model | reactivation_exceptional_handling{0,1}
Children | reactivation_exceptional_handling
Instance |
    <reactivation_of_failing_members maximum_number_of_reactivations="">
      <reactivation_exceptional_handling>{0,1}</reactivation_exceptional_handling>
    </reactivation_of_failing_members>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximum_number_of_reactivations | xs:double | optional |
Source |
    <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element limit_strain / entities

Namespace | No namespace
Diagram |
Type | entity_selection_base
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Source |
    <xs:element name="entities" type="entity_selection_base" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element limit_strains / limit

Namespace | No namespace
Diagram |
Type | limit_strain
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | entities+
Children | entities
Instance |
    <limit value="">
      <entities>{1,unbounded}</entities>
    </limit>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:element name="limit" type="limit_strain" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_base / geotechnic_settings

Namespace | No namespace
Diagram |
Type | geotechnical_analysis_settings_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
massive | reference | optional |
Source |
    <xs:element name="geotechnic_settings" type="geotechnical_analysis_settings_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / time_dependent

Namespace | No namespace
Diagram |
Type | time_dependent_analysis
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
linear | xs:boolean | optional |
t_end | double_positive | required |
t_start | double_non_negative | required |
Source |
    <xs:element name="time_dependent" type="time_dependent_analysis" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / supported_node_influence

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node_id | reference | required |
quantity | influence_quantity_member | required |
Source |
    <xs:element name="supported_node_influence" minOccurs="0" maxOccurs="1">
      <xs:complexType>
        <xs:attribute name="node_id" type="reference" use="required"/>
        <xs:attribute name="quantity" type="influence_quantity_member" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / member_influence

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance | xs:double | required |
distance_type | distance_type | required |
member_id | reference | required |
quantity | influence_quantity_member | required |
Source |
    <xs:element name="member_influence" minOccurs="0" maxOccurs="1">
      <xs:complexType>
        <xs:attribute name="member_id" type="reference" use="required"/>
        <xs:attribute name="distance" type="xs:double" use="required"/>
        <xs:attribute name="distance_type" type="distance_type" use="required"/>
        <xs:attribute name="quantity" type="influence_quantity_member" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / surface_influence

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | plane{0,1}
Children | plane
Instance |
    <surface_influence node_id="" quantity="" surface_id="">
      <plane>{0,1}</plane>
    </surface_influence>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
node_id | reference | optional |
    Definovat tento atribut nebo element plane.
    Define this attribute or the element plane.
quantity | influence_quantity_surface | required |
surface_id | reference | required |
Source |
    <xs:element name="surface_influence" minOccurs="0" maxOccurs="1">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="plane" type="projection_plane_base" minOccurs="0" maxOccurs="1">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definovat tento element nebo atribut node_id.</xs:documentation>
              <xs:documentation xml:lang="en">Define this element or the attribute node_id.</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="surface_id" type="reference" use="required"/>
        <xs:attribute name="node_id" type="reference" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definovat tento atribut nebo element plane.</xs:documentation>
            <xs:documentation xml:lang="en">Define this attribute or the element plane.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="quantity" type="influence_quantity_surface" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_influence / surface_influence / plane

Namespace | No namespace
Annotations |
    Definovat tento element nebo atribut node_id.
    Define this element or the attribute node_id.
Diagram |
Type | projection_plane_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Source |
    <xs:element name="plane" type="projection_plane_base" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definovat tento element nebo atribut node_id.</xs:documentation>
        <xs:documentation xml:lang="en">Define this element or the attribute node_id.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static_node_load / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / time_dependent

Namespace | No namespace
Diagram |
Type | time_dependent_analysis
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
linear | xs:boolean | optional |
t_end | double_positive | required |
t_start | double_non_negative | required |
Source |
    <xs:element name="time_dependent" type="time_dependent_analysis" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / additional_stresses

Namespace | No namespace
Diagram |
Type | additional_stresses
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / equivalent_lateral_forces

Namespace | No namespace
Diagram |
Type | equivalent_lateral_forces_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
modal_irs_ref | reference | required |
    Číslo analýzy odkud převzít redukovanou soustavu.
    Number of analysis with reduction.
period_max | xs:double | optional |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
response_spectrum_diagram | reference | required |
    Odkaz na loading;response_spectrum_diagram.
scale_factor | xs:double | required |
    c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.
    c_acc; the acceleration factor defined in the seismic load case settings.
seismic_force | seismic_force_type | required |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty. Není normovaný.
    Spatial coefficients. It is not normalized.
Source |
    <xs:element name="equivalent_lateral_forces" type="equivalent_lateral_forces_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / accidental_eccentricity

Namespace | No namespace
Diagram |
Type | accidental_eccentricity_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
accelerations | accidental_eccentricity_type | optional |
    .
    .
eccentricity | array_of_double | required |
    Excentricity v redukovaných bodech. Počet excentricit musí odpovídat počtu redukovaných bodů.
    Eccentricities in reduced points. The number of eccentricities must correspond to the number of reduced points.
elf_ref | reference | optional |
    Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.
    Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.
mode_shape | xs:unsignedInt | optional |
    Povinný pro Acceleration eigenshape.
    .
overturning_reference_level_Z | xs:double | optional |
    .
    .
spectral_ref | reference | optional |
    Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.
    Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.
Source |
    <xs:element name="accidental_eccentricity" type="accidental_eccentricity_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / submodeling

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | import_deformations{0,1} , create_artificial_shape_for_visualization{0,1}
Children | create_artificial_shape_for_visualization, import_deformations
Instance |
    <submodeling>
      <import_deformations>{0,1}</import_deformations>
      <create_artificial_shape_for_visualization calculated_surfaces="">{0,1}</create_artificial_shape_for_visualization>
    </submodeling>
Source |
    <xs:element name="submodeling" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="import_deformations" type="submodel_import_deformations" minOccurs="0"/>
          <xs:element name="create_artificial_shape_for_visualization" type="artificial_shape_for_visualization" minOccurs="0"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / submodeling / import_deformations

Namespace | No namespace
Diagram |
Type | submodel_import_deformations
Properties |
content | complex
minOccurs | 0
Model | model_reference , nodes* , lines* , surfaces*
Children | lines, model_reference, nodes, surfaces
Instance |
    <import_deformations>
      <model_reference analysis="">{1,1}</model_reference>
      <nodes refs="" specific_directions="">{0,unbounded}</nodes>
      <lines refs="" specific_directions="">{0,unbounded}</lines>
      <surfaces refs="" specific_directions="">{0,unbounded}</surfaces>
    </import_deformations>
Source |
    <xs:element name="import_deformations" type="submodel_import_deformations" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element submodel_import_deformations / model_reference

Namespace | No namespace
Diagram |
Type | submodel_reference_base
Properties |
content | complex
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy.
    Id of analysis.
Source |
    <xs:element name="model_reference" type="submodel_reference_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element submodel_import_deformations / nodes

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="nodes" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element submodel_import_deformations / lines

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="lines" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element submodel_import_deformations / surfaces

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="surfaces" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / submodeling / create_artificial_shape_for_visualization

Namespace | No namespace
Diagram |
Type | artificial_shape_for_visualization
Properties |
content | complex
minOccurs | 0
Model | nodes* , lines* , surfaces*
Children | lines, nodes, surfaces
Instance |
    <create_artificial_shape_for_visualization calculated_surfaces="">
      <nodes refs="" specific_directions="">{0,unbounded}</nodes>
      <lines refs="" specific_directions="">{0,unbounded}</lines>
      <surfaces refs="" specific_directions="">{0,unbounded}</surfaces>
    </create_artificial_shape_for_visualization>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculated_surfaces | references | required |
Source |
    <xs:element name="create_artificial_shape_for_visualization" type="artificial_shape_for_visualization" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element artificial_shape_for_visualization / nodes

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="nodes" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element artificial_shape_for_visualization / lines

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="lines" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element artificial_shape_for_visualization / surfaces

Namespace | No namespace
Diagram |
Type | submodel_deformations_definition
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:element name="surfaces" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_static / moving_load

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis_influence_ref | reference | optional |
    Číslo na analýzu příčinkové čáry/plochy pro příslušnou veličinu.
    Number for analysis of the influence line/surface for the respective quantity.
multiplier | xs:double | optional |
ref | reference | required |
    Číslo moving_load.
    Number of the moving_load.
step | xs:double | required |
    Velikost kroku v [m].
    Size of a step [m].
Source |
    <xs:element name="moving_load" minOccurs="0">
      <xs:complexType>
        <!--<xs:sequence>
                    <xs:element name="import_deformations" type="submodel_import_deformations" minOccurs="0"/>
                    <xs:element name="create_artificial_shape_for_visualization" type="artificial_shape_for_visualization" minOccurs="0"/>
                  </xs:sequence>-->
        <xs:attribute name="step" type="xs:double" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Velikost kroku v [m].</xs:documentation>
            <xs:documentation xml:lang="en">Size of a step [m].</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="ref" type="reference" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Číslo moving_load.</xs:documentation>
            <xs:documentation xml:lang="en">Number of the moving_load.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="multiplier" type="xs:double"/>
        <xs:attribute name="analysis_influence_ref" type="reference" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Číslo na analýzu příčinkové čáry/plochy pro příslušnou veličinu.</xs:documentation>
            <xs:documentation xml:lang="en">Number for analysis of the influence line/surface for the respective quantity.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_imperfection / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_stability_linear / initial_state

Namespace | No namespace
Diagram |
Type | initial_state
Type hierarchy | initial_state_base initial_state
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_stability_nonlinear / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_stability_nonlinear / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_stability_nonlinear / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_stability_nonlinear / additional_stresses

Namespace | No namespace
Diagram |
Type | additional_stresses
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_modal / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_modal / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_modal / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_spectral_base / mode_shapes

Namespace | No namespace
Diagram |
Type | damping_ratio_table
Type hierarchy | damping_base damping_ratio_table
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
damping | array_of_double | optional |
    Počet členů damping musí být stejný jako počet členů modes.
    Number of damping elements needs to be the same as number of modes.
modes | references | required |
Source |
    <xs:element name="mode_shapes" type="damping_ratio_table" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_spectral_base / signed_results

Namespace | No namespace
Annotations |
    Přepisuje hodnotu převzanou z nastavení.
    Overwrites the value taken from the setting.
Diagram |
Type | signed_results_using_dominant_mode_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="signed_results" type="signed_results_using_dominant_mode_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přepisuje hodnotu převzanou z nastavení.</xs:documentation>
        <xs:documentation xml:lang="en">Overwrites the value taken from the setting.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_time_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_time_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram | reference | optional |
    U analýzy přepisuje případný diagram ze zatěžovacího stavu.
    At analysis overwrites the diagram from load case.
multiplier | xs:double | optional |
ref | reference | required |
time_slip | xs:double | optional |
    U analýzy přepisuje případný time_slip ze zatěžovacího stavu.
    At analysis overwrites the time_slip from load case.
Source |
    <xs:element name="load_case" type="load_case_ref_in_time_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_time_analysis
Type hierarchy | load_combination_ref_in_analysis load_combination_ref_in_time_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram | reference | optional |
    U analýzy přepisuje případný diagram ze zatěžovacích stavů v kombinaci zatížení.
    At analysis overwrites the diagram from load combination.
ref | reference | required |
time_slip | xs:double | optional |
    U analýzy přepisuje případný time_slip ze zatěžovacích stavů v kombinaci zatížení.
    At analysis overwrites the time_slip from load combination.
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_time_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / additional_stresses

Namespace | No namespace
Diagram |
Type | additional_stresses
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / accelerogram

Namespace | No namespace
Diagram |
Type | accelerogram_ref_in_time_analysis
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
apply_as | accelerogram_application | required |
ax_multiplier | xs:double | optional |
ay_multiplier | xs:double | optional |
az_multiplier | xs:double | optional |
ref | reference | required |
z_rotation | xs:double | optional |
Source |
    <xs:element name="accelerogram" type="accelerogram_ref_in_time_analysis" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_time / masses

Namespace | No namespace
Diagram |
Type | masses_set
Properties |
content | complex
minOccurs | 0
Model | load_case* , load_combination*
Children | load_case, load_combination
Instance |
    <masses id="" loads_to_mass_conversion="">
      <load_case multiplier="" ref="">{0,unbounded}</load_case>
      <load_combination ref="">{0,unbounded}</load_combination>
    </masses>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
Source |
    <xs:element name="masses" type="masses_set" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element masses_set / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element masses_set / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / type

Namespace | No namespace
Annotations |
    Dopřesnění výpočtu harmonické odezvy.
    Specification of harmonic response calculation.
Diagram |
Type | harmonic_analysis_type_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="type" type="harmonic_analysis_type_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dopřesnění výpočtu harmonické odezvy.</xs:documentation>
        <xs:documentation xml:lang="en">Specification of harmonic response calculation.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / initial_state

Namespace | No namespace
Diagram |
Type | initial_state
Type hierarchy | initial_state_base initial_state
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_harmonic_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_harmonic_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | consideration_of_force{0,1}
Children | consideration_of_force
Instance |
    <load_case multiplier="" phase_angle="" ref="">
      <consideration_of_force ref="" shapes="" specific_directions="">{0,1}</consideration_of_force>
    </load_case>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
multiplier | xs:double | optional |
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_case_ref_in_harmonic_analysis / consideration_of_force

Namespace | No namespace
Diagram |
Type | consideration_of_force_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
shapes | array_of_integer | required |
specific_directions | array_of_directions | required |
Source |
    <xs:element name="consideration_of_force" type="consideration_of_force_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_harmonic_analysis
Type hierarchy | load_combination_ref_in_analysis load_combination_ref_in_harmonic_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | consideration_of_force{0,1}
Children | consideration_of_force
Instance |
    <load_combination phase_angle="" ref="">
      <consideration_of_force ref="" shapes="" specific_directions="">{0,1}</consideration_of_force>
    </load_combination>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_combination_ref_in_harmonic_analysis / consideration_of_force

Namespace | No namespace
Diagram |
Type | consideration_of_force_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
shapes | array_of_integer | required |
specific_directions | array_of_directions | required |
Source |
    <xs:element name="consideration_of_force" type="consideration_of_force_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / additional_stresses

Namespace | No namespace
Diagram |
Type | additional_stresses
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_harmonic / masses

Namespace | No namespace
Diagram |
Type | masses_set
Properties |
content | complex
minOccurs | 0
Model | load_case* , load_combination*
Children | load_case, load_combination
Instance |
    <masses id="" loads_to_mass_conversion="">
      <load_case multiplier="" ref="">{0,unbounded}</load_case>
      <load_combination ref="">{0,unbounded}</load_combination>
    </masses>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
Source |
    <xs:element name="masses" type="masses_set" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_footfall / initial_state

Namespace | No namespace
Diagram |
Type | initial_state
Type hierarchy | initial_state_base initial_state
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_footfall / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_harmonic_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_harmonic_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | consideration_of_force{0,1}
Children | consideration_of_force
Instance |
    <load_case multiplier="" phase_angle="" ref="">
      <consideration_of_force ref="" shapes="" specific_directions="">{0,1}</consideration_of_force>
    </load_case>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
multiplier | xs:double | optional |
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_footfall / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_harmonic_analysis
Type hierarchy | load_combination_ref_in_analysis load_combination_ref_in_harmonic_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | consideration_of_force{0,1}
Children | consideration_of_force
Instance |
    <load_combination phase_angle="" ref="">
      <consideration_of_force ref="" shapes="" specific_directions="">{0,1}</consideration_of_force>
    </load_combination>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_footfall / additional_stresses

Namespace | No namespace
Diagram |
Type | additional_stresses
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_footfall / masses

Namespace | No namespace
Diagram |
Type | masses_set
Properties |
content | complex
minOccurs | 0
Model | load_case* , load_combination*
Children | load_case, load_combination
Instance |
    <masses id="" loads_to_mass_conversion="">
      <load_case multiplier="" ref="">{0,unbounded}</load_case>
      <load_combination ref="">{0,unbounded}</load_combination>
    </masses>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
Source |
    <xs:element name="masses" type="masses_set" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_pushover / initial_state

Namespace | No namespace
Diagram |
Type | initial_state_base
Properties |
content | complex
minOccurs | 0
Model | analysis+
Children | analysis
Instance |
    <initial_state>
      <analysis multiplier="" ref="">{1,unbounded}</analysis>
    </initial_state>
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_pushover / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_pushover / load_combination

Namespace | No namespace
Diagram |
Type | load_combination_ref_in_analysis
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element analysis_pushover / normalized_displacement

Namespace | No namespace
Diagram |
Type | push_over_normalized_displacement_type_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="normalized_displacement" type="push_over_normalized_displacement_type_base" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element load_combination / load_case

Namespace | No namespace
Diagram |
Type | load_case_ref_in_time_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_time_analysis
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram | reference | optional |
    U analýzy přepisuje případný diagram ze zatěžovacího stavu.
    At analysis overwrites the diagram from load case.
multiplier | xs:double | optional |
ref | reference | required |
time_slip | xs:double | optional |
    U analýzy přepisuje případný time_slip ze zatěžovacího stavu.
    At analysis overwrites the time_slip from load case.
Source |
    <xs:element name="load_case" type="load_case_ref_in_time_analysis" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_set / distance

Namespace | No namespace
Annotations |
    Vzdálenost před touto sadou.
    Distance before this set.
Diagram |
Type | moving_load_distance_base
Properties |
content | complex
minOccurs | 0
Source |
    <xs:element name="distance" type="moving_load_distance_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Vzdálenost před touto sadou.</xs:documentation>
        <xs:documentation xml:lang="en">Distance before this set.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_sequence / set

Namespace | No namespace
Diagram |
Type | moving_load_set
Properties |
content | complex
maxOccurs | unbounded
Model | distance{0,1}
Children | distance
Instance |
    <set influence_multipliers="" ref="">
      <distance>{0,1}</distance>
    </set>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
    V případě přiřazení influence_analysis se bude zohledňovat násobitel pro získání minimální a maximální hodnoty veličiny. Koeficienty musí být zapsány v pořadí (min, max)!
    In the case of the influence_analysis assignment, a multiplier will be taken into account to obtain the minimum and maximum value of the quantity. The coefficients must be written in order (min, max)!
ref | reference | required |
    Reference na solver_input/loading/moving_load_sets/set[@id].
    Reference to solver_input/loading/moving_load_sets/set[@id].
Source |
    <xs:element name="set" type="moving_load_set" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_sequence / eccentricity

Namespace | No namespace
Annotations |
    Lokální excentricita zatížení.
    Local load eccentricity.
Diagram |
Type | eccentricity_2d
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:element name="eccentricity" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lokální excentricita zatížení.</xs:documentation>
        <xs:documentation xml:lang="en">Local load eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_sequence / line_set

Namespace | No namespace
Annotations |
    Čísla linií tvořící dráhu (znaménko "-" značí obrácený směr). Nelze použít stejné linie v různých line_setech.
    Line numbers defining the path (the "-" sign indicates the opposite direction). The same lines in different line_sets cannot be used.
Diagram |
Type | integer_references_type
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | array_of_integer | optional |
Source |
    <xs:element name="line_set" type="integer_references_type" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla linií tvořící dráhu (znaménko "-" značí obrácený směr). Nelze použít stejné linie v různých line_setech.</xs:documentation>
        <xs:documentation xml:lang="en">Line numbers defining the path (the "-" sign indicates the opposite direction). The same lines in different line_sets cannot be used.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_sequence / setback

Namespace | No namespace
Diagram |
Type | setback_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:element name="setback" type="setback_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load_sequence / permanent_actions

Namespace | No namespace
Annotations |
    Ostatní stále zatížení, bez oblastí zatížených v sequence
    Permanent actions without areas loaded by load is sequence.
Diagram |
Type | moving_load_permanent_actions_base
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
note | xs:string | optional |
Source |
    <xs:element name="permanent_actions" type="moving_load_permanent_actions_base" minOccurs="0">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Ostatní stále zatížení, bez oblastí zatížených v sequence</xs:documentation>
        <xs:documentation xml:lang="en">Permanent actions without areas loaded by load is sequence.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element moving_load / sequence

Namespace | No namespace
Annotations |
    Pokud je sekvencí více, je třeba, aby byly všechny vzdálenosti fixní nebo stejně definované.
    If there are more sequences, all distances need to be fixed or equally defined.
Diagram |
Type | moving_load_sequence
Properties |
content | complex
maxOccurs | unbounded
Model | set+ , eccentricity{0,1} , line_set+ , setback{0,1} , permanent_actions{0,1}
Children | eccentricity, line_set, permanent_actions, set, setback
Instance |
    <sequence group="" multiplier="" note="">
      <set influence_multipliers="" ref="">{1,unbounded}</set>
      <eccentricity y="" z="">{0,1}</eccentricity>
      <line_set refs="">{1,unbounded}</line_set>
      <setback end="" start="">{0,1}</setback>
      <permanent_actions influence_multipliers="" note="">{0,1}</permanent_actions>
    </sequence>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
group | integer_positive | required |
    Skupina v rámci které se zatížení společně pohybuje.
    Group withint the motion of load is the same.
multiplier | xs:double | optional |
note | xs:string | optional |
Source |
    <xs:element name="sequence" type="moving_load_sequence" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pokud je sekvencí více, je třeba, aby byly všechny vzdálenosti fixní nebo stejně definované.</xs:documentation>
        <xs:documentation xml:lang="en">If there are more sequences, all distances need to be fixed or equally defined.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_1d / loads

Namespace | No namespace
Annotations |
    Mohou být definovány pouze konstantní zatížení.
    Only constant loads can be defined.
Diagram |
Type | member_load_base
Type hierarchy | member_load_base_all member_load_base
Properties |
content | complex
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:element name="loads" type="member_load_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Mohou být definovány pouze konstantní zatížení.</xs:documentation>
        <xs:documentation xml:lang="en">Only constant loads can be defined.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_1d / external_setback

Namespace | No namespace
Diagram |
Type | setback_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:element name="external_setback" type="setback_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_1d / internal_setback

Namespace | No namespace
Diagram |
Type | setback_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:element name="internal_setback" type="setback_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_2d / loads

Namespace | No namespace
Annotations |
    Mohou být definovány pouze zatížení rectangular_force_local_uniform a rectangular_force_uniform.
    Only loads rectangular_force_local_uniform and rectangular_force_uniform can be defined.
Diagram |
Type | free_load
Type hierarchy | free_load_base free_load
Properties |
content | complex
Model | concentrated_local_force_moment* , concentrated_force_moment* , line_force_local_uniform* , line_force_local_linear* , line_force_local_variable* , line_force_uniform* , line_force_linear* , line_force_variable* , rectangular_force_local_uniform* , rectangular_force_local_linear* , rectangular_force_local_variable* , rectangular_force_uniform* , rectangular_force_linear* , rectangular_force_variable* , circular_force_local_uniform* , circular_force_local_linear* , circular_force_uniform* , circular_force_linear* , polygon_force_local_uniform* , polygon_force_uniform* , polygon_force_local_linear_3nodes* , polygon_force_linear_3nodes* , polygon_force_local_linear_in* , polygon_force_linear_in*
Children | circular_force_linear, circular_force_local_linear, circular_force_local_uniform, circular_force_uniform, concentrated_force_moment, concentrated_local_force_moment, line_force_linear, line_force_local_linear, line_force_local_uniform, line_force_local_variable, line_force_uniform, line_force_variable, polygon_force_linear_3nodes, polygon_force_linear_in, polygon_force_local_linear_3nodes, polygon_force_local_linear_in, polygon_force_local_uniform, polygon_force_uniform, rectangular_force_linear, rectangular_force_local_linear, rectangular_force_local_uniform, rectangular_force_local_variable, rectangular_force_uniform, rectangular_force_variable
Instance |
    <loads id="" note="" surfaces="">
      <concentrated_local_force_moment direction="" value="">{0,unbounded}</concentrated_local_force_moment>
      <concentrated_force_moment direction="" on="" value="">{0,unbounded}</concentrated_force_moment>
      <line_force_local_uniform direction="" value="">{0,unbounded}</line_force_local_uniform>
      <line_force_local_linear direction="" values="">{0,unbounded}</line_force_local_linear>
      <line_force_local_variable direction="" distances="" type="" values="">{0,unbounded}</line_force_local_variable>
      <line_force_uniform direction="" on="" value="">{0,unbounded}</line_force_uniform>
      <line_force_linear direction="" on="" values="">{0,unbounded}</line_force_linear>
      <line_force_variable direction="" distances="" on="" type="" values="">{0,unbounded}</line_force_variable>
      <rectangular_force_local_uniform direction="" value="">{0,unbounded}</rectangular_force_local_uniform>
      <rectangular_force_local_linear direction="" linear_in="" nodes="" values="">{0,unbounded}</rectangular_force_local_linear>
      <rectangular_force_local_variable direction="" value="">{0,unbounded}</rectangular_force_local_variable>
      <rectangular_force_uniform direction="" on="" value="">{0,unbounded}</rectangular_force_uniform>
      <rectangular_force_linear direction="" linear_in="" nodes="" on="" values="">{0,unbounded}</rectangular_force_linear>
      <rectangular_force_variable direction="" on="" value="">{0,unbounded}</rectangular_force_variable>
      <circular_force_local_uniform direction="" radius="" value="">{0,unbounded}</circular_force_local_uniform>
      <circular_force_local_linear direction="" radius="" value_center="" value_rim="">{0,unbounded}</circular_force_local_linear>
      <circular_force_uniform direction="" on="" radius="" value="">{0,unbounded}</circular_force_uniform>
      <circular_force_linear direction="" on="" radius="" value_center="" value_rim="">{0,unbounded}</circular_force_linear>
      <polygon_force_local_uniform direction="" value="">{0,unbounded}</polygon_force_local_uniform>
      <polygon_force_uniform direction="" on="" value="">{0,unbounded}</polygon_force_uniform>
      <polygon_force_local_linear_3nodes direction="" nodes="" values="">{0,unbounded}</polygon_force_local_linear_3nodes>
      <polygon_force_linear_3nodes direction="" nodes="" on="" values="">{0,unbounded}</polygon_force_linear_3nodes>
      <polygon_force_local_linear_in direction="" linear_in="" nodes="" values="">{0,unbounded}</polygon_force_local_linear_in>
      <polygon_force_linear_in direction="" linear_in="" nodes="" on="" values="">{0,unbounded}</polygon_force_linear_in>
    </loads>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:element name="loads" type="free_load">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Mohou být definovány pouze zatížení rectangular_force_local_uniform a rectangular_force_uniform.</xs:documentation>
        <xs:documentation xml:lang="en">Only loads rectangular_force_local_uniform and rectangular_force_uniform can be defined.</xs:documentation>
      </xs:annotation>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_2d / external_setback

Namespace | No namespace
Diagram |
Type | setback_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:element name="external_setback" type="setback_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element permanent_actions_2d / internal_setback

Namespace | No namespace
Diagram |
Type | setback_type
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:element name="internal_setback" type="setback_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element accelerogram / node

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 2
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ax | xs:double | required |
ay | xs:double | required |
az | xs:double | required |
t | xs:double | required |
Source |
    <xs:element name="node" minOccurs="2" maxOccurs="unbounded">
      <xs:complexType>
        <xs:attribute name="t" type="xs:double" use="required"/>
        <xs:attribute name="ax" type="xs:double" use="required"/>
        <xs:attribute name="ay" type="xs:double" use="required"/>
        <xs:attribute name="az" type="xs:double" use="required"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_diagrams / harmonic_loads

Namespace | No namespace
Diagram |
Type | footfall_harmonic_load_type
Properties |
content | complex
Model | harmonic_load+
Children | harmonic_load
Instance |
    <harmonic_loads id="" t_a="" type="">
      <harmonic_load amplitude="" phase_shift="" value="" weighting_factor="">{1,unbounded}</harmonic_load>
    </harmonic_loads>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
t_a | xs:double | optional |
    Povinný atribut pro typ normy: SCI_P354.
    Required attribute for standard type: SCI_P354.
type | response_spectrum_diagram_type | required |
Source |
    <xs:element name="harmonic_loads" type="footfall_harmonic_load_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_diagrams / weighting_factors_xy

Namespace | No namespace
Diagram |
Type | response_spectrum_diagram
Type hierarchy | diagram_xy_base diagram_xy response_spectrum_diagram
Properties |
content | complex
minOccurs | 0
Model | node+
Children | node
Instance |
    <weighting_factors_xy diagram_end="" diagram_start="" id="" interpolation="" type="">
      <node x="" y="">{1,unbounded}</node>
    </weighting_factors_xy>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
id | id | required |
interpolation | diagram_interpolation_type | optional |
    Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!
    Interpolation type. Default = LINEAR.
type | response_spectrum_diagram_type | required |
Source |
    <xs:element name="weighting_factors_xy" type="response_spectrum_diagram" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_diagrams / weighting_factors_z

Namespace | No namespace
Diagram |
Type | response_spectrum_diagram
Type hierarchy | diagram_xy_base diagram_xy response_spectrum_diagram
Properties |
content | complex
minOccurs | 0
Model | node+
Children | node
Instance |
    <weighting_factors_z diagram_end="" diagram_start="" id="" interpolation="" type="">
      <node x="" y="">{1,unbounded}</node>
    </weighting_factors_z>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
id | id | required |
interpolation | diagram_interpolation_type | optional |
    Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!
    Interpolation type. Default = LINEAR.
type | response_spectrum_diagram_type | required |
Source |
    <xs:element name="weighting_factors_z" type="response_spectrum_diagram" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element footfall_diagrams / response_reduction

Namespace | No namespace
Diagram |
Type | response_spectrum_diagram
Type hierarchy | diagram_xy_base diagram_xy response_spectrum_diagram
Properties |
content | complex
minOccurs | 0
Model | node+
Children | node
Instance |
    <response_reduction diagram_end="" diagram_start="" id="" interpolation="" type="">
      <node x="" y="">{1,unbounded}</node>
    </response_reduction>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
id | id | required |
interpolation | diagram_interpolation_type | optional |
    Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!
    Interpolation type. Default = LINEAR.
type | response_spectrum_diagram_type | required |
Source |
    <xs:element name="response_reduction" type="response_spectrum_diagram" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_1d

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | center* , section*
Children | center, section
Instance |
    <elements_1d>
      <center alfa="" d11="" d15="" d16="" d22="" d33="" d44="" d55="" d56="" d66="" elem="" ex1="" ex2="" ey1="" ey2="" ez1="" ez2="" id="">{0,unbounded}</center>
      <section elem="" ex1="" ex2="" ey1="" ey2="" ez1="" ez2="" id="" section="">{0,unbounded}</section>
    </elements_1d>
Source |
    <xs:element name="elements_1d" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="center" type="finite_element_data_1d_center" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="section" type="finite_element_data_1d_center_section" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_1d / center

Namespace | No namespace
Diagram |
Type | finite_element_data_1d_center
Type hierarchy | finite_element_data_block_element_base finite_element_data_1d_center
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
    Úhel natočení průřezu měřený od uživatelských os k hlavním osám [rad] (přepíše původní hodnotu).
d11 | double_positive | required |
    d11 = E * A = elasticity_modulus * axial_area. Unit [N].
d15 | xs:double | optional |
    d15 = E * Sy = elasticity_modulus *  statical_moment_of_area_y. Unit [N.m]
d16 | xs:double | optional |
    d16 = E * Sz = elasticity_modulus * statical_moment_of_area_z. Unit [N.m].
d22 | double_positive | required |
    d22 = G * Ay = shear_modulus * area_shear_y. Unit [N].
d33 | double_positive | required |
    d33 = G * Az = shear_modulus * area_shear_z. Unit [N].
d44 | double_positive | required |
    d44 = G * Ix = shear_modulus * moment_of_inertia_torsion. Unit [N.m^2].
d55 | double_positive | required |
    d55 = E * Iy = elasticity_modulus * moment_of_bending_y. Unit [N.m^2].
d56 | xs:double | optional |
    d56 = E * Dyz = elasticity_modulus * deviation moment of inertia. Unit [N.m^2].
d66 | double_positive | required |
    d66 = E * Iz = elasticity_modulus * moment_of_bending_z. Unit [N.m^2].
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ex1 | xs:double | optional |
    Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].
ex2 | xs:double | optional |
    Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].
ey1 | xs:double | optional |
    Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].
ey2 | xs:double | optional |
    Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].
ez1 | xs:double | optional |
    Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].
ez2 | xs:double | optional |
    Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].
id | id | required |
Source |
    <xs:element name="center" type="finite_element_data_1d_center" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_1d / section

Namespace | No namespace
Diagram |
Type | finite_element_data_1d_center_section
Type hierarchy | finite_element_data_block_element_base finite_element_data_1d_center_section
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ex1 | xs:double | optional |
    Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].
ex2 | xs:double | optional |
    Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].
ey1 | xs:double | optional |
    Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].
ey2 | xs:double | optional |
    Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].
ez1 | xs:double | optional |
    Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].
ez2 | xs:double | optional |
    Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].
id | id | required |
section | reference | required |
    ID průřezu.
    Section ID.
Source |
    <xs:element name="section" type="finite_element_data_1d_center_section" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_2d

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | center* , section*
Children | center, section
Instance |
    <elements_2d>
      <center alfa="" d11="" d12="" d13="" d16="" d17="" d18="" d22="" d23="" d27="" d28="" d33="" d38="" d44="" d45="" d55="" d66="" d67="" d68="" d77="" d78="" d88="" elem="" ez="" id="" thickness="">{0,unbounded}</center>
      <section alfa="" elem="" ez="" id="" section="">{0,unbounded}</section>
    </elements_2d>
Source |
    <xs:element name="elements_2d" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="center" type="finite_element_data_2d_center" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="section" type="finite_element_data_2d_center_section" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_2d / center

Namespace | No namespace
Diagram |
Type | finite_element_data_2d_center
Type hierarchy | finite_element_data_block_element_base finite_element_data_2d_center
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | required |
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d16 | xs:double | required |
d17 | xs:double | required |
d18 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d27 | xs:double | required |
d28 | xs:double | required |
d33 | double_positive | required |
d38 | xs:double | required |
d44 | double_positive | required |
d45 | xs:double | required |
d55 | double_positive | required |
d66 | double_positive | required |
d67 | xs:double | required |
d68 | xs:double | required |
d77 | double_positive | required |
d78 | xs:double | required |
d88 | double_positive | required |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
id | id | required |
thickness | xs:double | required |
Source |
    <xs:element name="center" type="finite_element_data_2d_center" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_2d / section

Namespace | No namespace
Diagram |
Type | finite_element_data_2d_center_section
Type hierarchy | finite_element_data_block_element_base finite_element_data_2d_center_section
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
id | id | required |
section | reference | required |
Source |
    <xs:element name="section" type="finite_element_data_2d_center_section" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_3d

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | center* , material*
Children | center, material
Instance |
    <elements_3d>
      <center d11="" d12="" d13="" d22="" d23="" d33="" d44="" d55="" d66="" elem="" id="">{0,unbounded}</center>
      <material elem="" id="" material="">{0,unbounded}</material>
    </elements_3d>
Source |
    <xs:element name="elements_3d" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="center" type="finite_element_data_3d_center" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="material" type="finite_element_data_3d_center_material" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_3d / center

Namespace | No namespace
Diagram |
Type | finite_element_data_3d_center
Type hierarchy | finite_element_data_block_element_base finite_element_data_3d_center
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d33 | double_positive | required |
d44 | double_positive | required |
d55 | double_positive | required |
d66 | double_positive | required |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
id | id | required |
Source |
    <xs:element name="center" type="finite_element_data_3d_center" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element finite_element_data_block / elements_3d / material

Namespace | No namespace
Diagram |
Type | finite_element_data_3d_center_material
Type hierarchy | finite_element_data_block_element_base finite_element_data_3d_center_material
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
id | id | required |
material | reference | required |
Source |
    <xs:element name="material" type="finite_element_data_3d_center_material" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input

Namespace | No namespace
Diagram |
Properties |
content | complex
Model | tasks{0,1} , settings{0,1} , global_parameters{0,1} , functions{0,1} , structure{0,1} , structure_modifications{0,1} , construction_stages{0,1} , discontinuities{0,1} , mesh_settings{0,1} , member_result_cuts{0,1} , loading{0,1} , analysis_settings{0,1} , analyses{0,1} , cutting_patterns* , finite_element_data_blocks{0,1} , min_curvature_surfaces{0,1}
Children | analyses, analysis_settings, construction_stages, cutting_patterns, discontinuities, finite_element_data_blocks, functions, global_parameters, loading, member_result_cuts, mesh_settings, min_curvature_surfaces, settings, structure, structure_modifications, tasks
Instance |
    <solver_input>
      <tasks>{0,1}</tasks>
      <settings guid="" number_of_cores="" version="">{0,1}</settings>
      <global_parameters>{0,1}</global_parameters>
      <functions>{0,1}</functions>
      <structure>{0,1}</structure>
      <structure_modifications>{0,1}</structure_modifications>
      <construction_stages>{0,1}</construction_stages>
      <discontinuities>{0,1}</discontinuities>
      <mesh_settings>{0,1}</mesh_settings>
      <member_result_cuts create_cuts_on_deactivated_members="">{0,1}</member_result_cuts>
      <loading>{0,1}</loading>
      <analysis_settings>{0,1}</analysis_settings>
      <analyses>{0,1}</analyses>
      <cutting_patterns>{0,unbounded}</cutting_patterns>
      <finite_element_data_blocks>{0,1}</finite_element_data_blocks>
      <min_curvature_surfaces>{0,1}</min_curvature_surfaces>
    </solver_input>
Source |
    <xs:element name="solver_input">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="tasks" type="tasks" minOccurs="0"/>
          <xs:element name="settings" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="machine_info" minOccurs="0">
                  <xs:complexType>
                    <xs:attribute name="operating_system" type="xs:string">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Konkrétní verze operačního systému (např. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
                        <xs:documentation xml:lang="en">Specific version of operating system (ie. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
                      </xs:annotation>
                    </xs:attribute>
                    <xs:attribute name="central_processing_units" type="xs:string">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Popis cpu obsahující jméno, počet jader, počet vláken, rychlosti, velikosti Cache (např. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200). ).</xs:documentation>
                        <xs:documentation xml:lang="en">CPU descriúption with name, cores count, threads count, speeds, Cache sizes (ie. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200).</xs:documentation>
                      </xs:annotation>
                    </xs:attribute>
                  </xs:complexType>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="number_of_cores" type="integer_positive"/>
              <xs:attribute name="guid" type="xs:string"/>
              <xs:attribute name="version" type="integer_positive">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Verze SolverInput.xsd (stejná jeko verze SolverM.exe se kterým běží výpočet).</xs:documentation>
                  <xs:documentation xml:lang="en">Version of SolverInput.xsd (the same as version of SolverM.exe that is used).</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
          <!-- Global parameters -->
          <xs:element name="global_parameters" type="global_parameters" minOccurs="0"/>
          <!-- Functions -->
          <xs:element name="functions" type="functions" minOccurs="0"/>
          <!-- Structure data -->
          <xs:element name="structure" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="global_settings">
                  <xs:complexType>
                    <xs:sequence>
                      <xs:element name="independent_mesh_technology" type="independent_mesh_technology_base" minOccurs="0" maxOccurs="1"/>
                    </xs:sequence>
                    <xs:attribute name="project_name" type="xs:string"/>
                    <xs:attribute name="model_type" type="solver_model_type"/>
                    <xs:attribute name="acceleration_of_gravity" type="xs:double" use="required"/>
                    <xs:attribute name="has_global_axis_z_downward_orientation" type="xs:boolean" use="required"/>
                    <xs:attribute name="has_local_axis_z_downward_orientation" type="xs:boolean" use="required"/>
                    <xs:attribute name="maximal_number_of_analysis" type="xs:unsignedInt"/>
                    <xs:attribute name="temperature" type="xs:double">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Referenční teplota konstrukce a okolního prostředí.[K]</xs:documentation>
                        <xs:documentation xml:lang="en">Reference temperature of structure and enviroment.[K]</xs:documentation>
                      </xs:annotation>
                    </xs:attribute>
                    <xs:attribute name="use_lagrange_multipliers" type="xs:boolean"/>
                  </xs:complexType>
                </xs:element>
                <!--reference na: - -->
                <!-- Rotations -->
                <xs:element name="rotations" type="rotation_type" minOccurs="0"/>
                <!--reference na: - -->
                <!-- Functions -->
                <!--VYHODIT-->
                <xs:element name="functions" type="functions" minOccurs="0"/>
                <!--reference na: - -->
                <!-- Materials initial strain -->
                <xs:element name="material_initial_strains" type="material_initial_strains" minOccurs="0"/>
                <!-- Materials visco -->
                <xs:element name="material_visco_parameters" type="material_visco_parameters" minOccurs="0"/>
                <!--reference na: - -->
                <!-- Materials -->
                <xs:element name="materials" type="materials" minOccurs="0"/>
                <!--reference na: material_visco_parameters - -->
                <!-- Nodes -->
                <xs:element name="nodes" type="nodes" minOccurs="0"/>
                <!--reference na: - -->
                <!-- Lines -->
                <xs:element name="lines" type="lines" minOccurs="0"/>
                <!--reference na: nodes -->
                <xs:sequence id="Eccentricity">
                  <!-- Member Eccentricities  -->
                  <xs:element name="member_eccentricities" type="member_eccentricities" minOccurs="0"/>
                  <!--reference na: - -->
                  <!-- Surface eccentricities -->
                  <!--<xs:element name="surface_eccentricities" type="surface_eccentricities" minOccurs="0"/>-->
                  <!--reference na: - -->
                </xs:sequence>
                <xs:sequence id="Supports" minOccurs="1">
                  <!-- Nodal Supports -->
                  <xs:element name="nodal_supports" type="nodal_supports" minOccurs="0"/>
                  <!--reference na: rotation, nodes -->
                  <!-- Line Supports -->
                  <xs:element name="line_supports" type="line_supports" minOccurs="0"/>
                  <!--reference na: rotation, lines -->
                  <!-- Member Supports -->
                  <xs:element name="member_subsoils" type="member_subsoils" minOccurs="0"/>
                  <!--reference na: - -->
                  <!-- Surface Supports -->
                  <xs:element name="surface_subsoils" type="surface_subsoils" minOccurs="0"/>
                  <xs:element name="surface_supports" type="surface_supports" minOccurs="0"/>
                  <!--reference na: - -->
                </xs:sequence>
                <xs:sequence id="Sections">
                  <!-- Member Sections -->
                  <xs:element name="member_sections" type="member_sections" minOccurs="0"/>
                  <!--reference na: material -->
                  <!-- Surface Sections -->
                  <xs:element name="surface_sections" type="surface_sections" minOccurs="0"/>
                  <!--reference na: materials, nodes -->
                </xs:sequence>
                <xs:sequence id="Contacts_types">
                  <!-- Node Release_type -->
                  <xs:element name="node_release_types" type="node_release_types" minOccurs="0"/>
                  <!--reference na: member_hinges -->
                  <!-- Line Release_type -->
                  <xs:element name="line_release_types" type="line_release_types" minOccurs="0"/>
                  <!--reference na: - -->
                  <!-- Surface Release_type -->
                  <xs:element name="surface_release_types" type="surface_release_types" minOccurs="0"/>
                  <!--reference na: - -->
                  <!--Solid contacts -->
                  <xs:element name="contact_solid_types" type="contact_solid_types" minOccurs="0"/>
                  <!--reference na: - -->
                </xs:sequence>
                <!-- Member Nonlinearities  -->
                <xs:element name="member_nonlinearities" type="member_nonlinearities" minOccurs="0"/>
                <!--reference na: - -->
                <!-- Member Hinges -->
                <xs:element name="member_hinges" type="member_hinges" minOccurs="0"/>
                <!--reference na: rotation -->
                <!-- Member Warping Connections -->
                <xs:element name="member_warping_connections" type="member_warping_connections" minOccurs="0"/>
                <!--reference na: members -->
                <!-- Members -->
                <xs:element name="members" type="members" minOccurs="0"/>
                <!--reference na: rotation, line, sections, hinge, eccentricity, subsoil, nonlinearity, resul_sections -->
                <!-- Line Hinges -->
                <!--<xs:element name="line_hinges" type="line_hinges" minOccurs="0"/>-->
                <!-- Openings-->
                <xs:element name="openings" type="openings" minOccurs="0"/>
                <!--reference na: lines -->
                <!-- Surface -->
                <xs:element name="surfaces" type="surfaces" minOccurs="0"/>
                <!--reference na: nodes, lines, openings, sections, eccentricity, hinge, subsoil -->
                <!-- Solid gas parameters -->
                <xs:element name="solid_gas_parameters" type="solid_gas_parameters" minOccurs="0"/>
                <!--reference na: - -->
                <!--Solid -->
                <xs:element name="solids" type="solids" minOccurs="0"/>
                <!--reference na: material, nodes, lines, /openings(pomocí tělesa?/, surfaces, gas_parameters, contact_type -->
                <!--Tendony -->
                <xs:element name="tendons" type="tendon_sets" minOccurs="0"/>
                <!--Tendony -->
                <xs:element name="rebars" type="tendon_sets" minOccurs="0"/>
                <!--Geotechnical settings -->
                <xs:element name="geotechnical_model" type="geotechnical_model" minOccurs="0"/>
                <!-- Nodal Constraints -->
                <xs:element name="nodal_constraints" type="nodal_constraints" minOccurs="0"/>
                <xs:sequence id="Contacts">
                  <!-- Node Release -->
                  <xs:element name="node_releases" type="node_releases" minOccurs="0"/>
                  <!--reference na: node_releases, nodes, members, surfaces, solids -->
                  <!-- Line Release -->
                  <xs:element name="line_releases" type="line_releases" minOccurs="0"/>
                  <!--reference na: rotation, line_release_types, lines, members, surfaces, solids  -->
                  <!-- Surface Release -->
                  <xs:element name="surface_releases" type="surface_releases" minOccurs="0"/>
                  <!--reference na: rotation, surface_release_types, members, surfaces, solids  -->
                  <!-- Surface Contacts -->
                  <xs:element name="surface_contacts" type="surface_contacts" minOccurs="0"/>
                  <!--reference na: materials, surfaces -->
                  <!-- Node Connections -->
                  <!--
                    <xs:element name="node_connections" type="connections_type" minOccurs="0"/>
                    -->
                  <!--reference na: lines, nodes -->
                  <!-- Line Connections -->
                  <!--
                    <xs:element name="line_connections" type="connections_type" minOccurs="0"/>
                    -->
                  <!--reference na: lines, surfaces -->
                  <!-- Line Connections -->
                  <xs:element name="line_connections" type="line_connections_type" minOccurs="0"/>
                  <!--reference na: lines, surfaces -->
                  <!-- Radial Connections -->
                  <xs:element name="radial_connections" type="radial_connections_type" minOccurs="0"/>
                  <!--reference na: connecntion, lines, surfaces -->
                  <!-- Hanging Nodes -->
                  <xs:element name="hanging_nodes" type="hanging_nodes_type" minOccurs="0"/>
                  <!-- vyvoj -->
                  <xs:element name="k_contacts" type="k_contacts" minOccurs="0"/>
                  <xs:element name="d_contacts" type="general_contacts" minOccurs="0"/>
                </xs:sequence>
                <xs:element name="reductions_for_modal_analysis" type="reductions_for_modal_analysis" minOccurs="0"/>
                <xs:element name="static_condensations" type="static_condensations" minOccurs="0"/>
                <xs:element name="individual_reference_temperatures" type="individual_reference_temperatures" minOccurs="0"/>
              </xs:sequence>
            </xs:complexType>
            <!--TODO dělat reference? kontrolujeme ve VelkaData...-->
            <!-- Reference - seznam moznych referenci. -->
            <!-- Reference - material id. -->
            <xs:key name="key_material_id">
              <xs:selector xpath="./materials/material"/>
              <xs:field xpath="@id"/>
            </xs:key>
            <xs:keyref name="keyref_material_id_to_member_section" refer="key_material_id">
              <xs:selector xpath="member_sections/member_section"/>
              <xs:field xpath="@material"/>
            </xs:keyref>
            <xs:keyref name="keyref_material_id_to_surface_section" refer="key_material_id">
              <xs:selector xpath="surface_sections/surface_section"/>
              <xs:field xpath="@material"/>
            </xs:keyref>
            <xs:keyref name="keyref_material_id_to_surface_contact" refer="key_material_id">
              <xs:selector xpath="surface_contacts/surface_contact"/>
              <xs:field xpath="@material"/>
            </xs:keyref>
            <xs:keyref name="keyref_material_id_to_solid" refer="key_material_id">
              <xs:selector xpath="solids/solid"/>
              <xs:field xpath="@material"/>
            </xs:keyref>
            <xs:keyref name="keyref_material_id_to_material_stiffness_modification" refer="key_material_id">
              <xs:selector xpath="./structure_modification/material_stiffness/material"/>
              <xs:field xpath="@ref"/>
            </xs:keyref>
            <!-- Reference - node id. -->
            <!--<xs:key name="key_node_id">
                <xs:selector xpath=".//structure/nodes/node"/>
                <xs:field xpath="@id"/>
              </xs:key>

              <xs:keyref name="keyref_nodes_id_to_releases" refer="key_node_id">
                <xs:selector xpath=".//node_releases/node_release"/>
                <xs:field xpath="@generated_object"/>
              </xs:keyref>

              <xs:keyref name="keyref_nodes_id_to_release_original_node" refer="key_node_id">
                <xs:selector xpath=".//node_releases/node_release"/>
                <xs:field xpath="@original_object"/>
              </xs:keyref>-->
            <!--<xs:keyref name="keyref_nodes_id_to_lines" refer="key_node_id">
                <xs:selector xpath=".//lines/line"/>
                <xs:field xpath="@definition_nodes"/>
              </xs:keyref>-->
          </xs:element>
          <!-- Structure Modification -->
          <xs:element name="structure_modifications" type="structure_modifications" minOccurs="0"/>
          <!-- Construction Stage -->
          <xs:element name="construction_stages" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="construction_stage" type="construction_stage_type" minOccurs="0" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- discontinuities -->
          <xs:element name="discontinuities" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="discontinuity" type="discontinuity_base" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="global_settings" type="xfem_global_settings" minOccurs="0"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Mesh_settings -->
          <xs:element name="mesh_settings" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="global_settings" type="mesh_global_settings"/>
                <xs:element name="refinement_settings" type="mesh_refinement_settings"/>
                <xs:element name="independent_mesh_settings" type="mesh_independent_connection_settings" minOccurs="0"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Řezy -->
          <xs:element name="member_result_cuts" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="member" maxOccurs="unbounded">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Flagy: 0-regularní dělení, 1-řez I, 2-řez II, 3-řez III, 4-řez IV, 5-veškeré zatížení, 6-dělení sítě, 7-osamělé zatížení, 8-imperfekce, 9-dvojitý řez.</xs:documentation>
                    <xs:documentation xml:lang="en">Flags: 0-regular_division, 1-single_cuts I, 2-single_cuts II, 3-single_cuts III, 4-single_cuts IV, 5-all load, 6-FE mesh, 7-concentrated load, 8-imperfection, 9-double_cuts.</xs:documentation>
                  </xs:annotation>
                  <xs:complexType>
                    <xs:attribute name="id" type="id" use="required"/>
                    <xs:attribute name="regular_division" type="xs:double"/>
                    <xs:attribute name="single_cuts_I" type="array_of_double"/>
                    <xs:attribute name="single_cuts_II" type="array_of_double"/>
                    <xs:attribute name="single_cuts_III" type="array_of_double"/>
                    <xs:attribute name="single_cuts_IV" type="array_of_double"/>
                  </xs:complexType>
                </xs:element>
              </xs:sequence>
              <xs:attribute name="create_cuts_on_deactivated_members" type="xs:boolean">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Vygeneruje předepsané řezy i na vypnutých membrech.</xs:documentation>
                  <xs:documentation xml:lang="en">Creates result cuts also on deactivated members.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
          <!-- Loading -->
          <xs:element name="loading" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="load_case" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="load_combination" type="load_combination" minOccurs="0" maxOccurs="unbounded"/>
                <!--<xs:element name="imperfection_case" type="imperfection_case" minOccurs="0" maxOccurs="unbounded"/>-->
                <xs:element name="imperfection_case" type="imperfection_case_base" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="response_spectrum_diagram" type="response_spectrum_diagram" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="time_diagram" type="function_for_reference" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="accelerogram" type="accelerogram" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="footfall_diagram" type="footfall_diagrams" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="moving_load_set" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
                <xs:element name="moving_load" type="moving_load" minOccurs="0" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Analysis settings -->
          <xs:element name="analysis_settings" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="static_analysis_settings" type="static_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="stability_analysis_settings" type="stability_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="modal_analysis_settings" type="modal_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="spectral_analysis_settings" type="spectral_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="time_analysis_settings" type="time_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="harmonic_analysis_settings" type="harmonic_analysis_settings" minOccurs="0" maxOccurs="1"/>
                <xs:element name="pushover_analysis_settings" type="pushover_analysis_settings" minOccurs="0" maxOccurs="1"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Analyses -->
          <xs:element name="analyses" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="analysis" type="analysis_base" minOccurs="0" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Cut lines -->
          <!--
            <xs:element name="cut_lines" minOccurs="0">
              <xs:complexType>
                <xs:sequence>
                  <xs:element name="cut_line" type="cut_line_base" minOccurs="0" maxOccurs="unbounded"/>
                </xs:sequence>
              </xs:complexType>
            </xs:element>-->
          <!-- Cutting Patterns -->
          <xs:element name="cutting_patterns" minOccurs="0" maxOccurs="unbounded">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="cutting_patterns_group" type="cutting_patterns_group_base" minOccurs="0" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Finite element data -->
          <xs:element name="finite_element_data_blocks" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="finite_element_data_block" type="finite_element_data_block" minOccurs="1" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
          <!-- Minimum curvature -->
          <xs:element name="min_curvature_surfaces" minOccurs="0">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="surface" type="min_curvature_surface" minOccurs="1" maxOccurs="unbounded"/>
              </xs:sequence>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / tasks

Namespace | No namespace
Diagram |
Type | tasks
Properties |
content | complex
minOccurs | 0
Model | task+
Children | task
Instance |
    <tasks>
      <task dependencies="" id="">{1,unbounded}</task>
    </tasks>
Source |
    <xs:element name="tasks" type="tasks" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / settings

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | machine_info{0,1}
Children | machine_info
Instance |
    <settings guid="" number_of_cores="" version="">
      <machine_info central_processing_units="" operating_system="">{0,1}</machine_info>
    </settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
guid | xs:string | optional |
number_of_cores | integer_positive | optional |
version | integer_positive | optional |
    Verze SolverInput.xsd (stejná jeko verze SolverM.exe se kterým běží výpočet).
    Version of SolverInput.xsd (the same as version of SolverM.exe that is used).
Source |
    <xs:element name="settings" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="machine_info" minOccurs="0">
            <xs:complexType>
              <xs:attribute name="operating_system" type="xs:string">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Konkrétní verze operačního systému (např. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
                  <xs:documentation xml:lang="en">Specific version of operating system (ie. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
                </xs:annotation>
              </xs:attribute>
              <xs:attribute name="central_processing_units" type="xs:string">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Popis cpu obsahující jméno, počet jader, počet vláken, rychlosti, velikosti Cache (např. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200). ).</xs:documentation>
                  <xs:documentation xml:lang="en">CPU descriúption with name, cores count, threads count, speeds, Cache sizes (ie. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200).</xs:documentation>
                </xs:annotation>
              </xs:attribute>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="number_of_cores" type="integer_positive"/>
        <xs:attribute name="guid" type="xs:string"/>
        <xs:attribute name="version" type="integer_positive">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Verze SolverInput.xsd (stejná jeko verze SolverM.exe se kterým běží výpočet).</xs:documentation>
            <xs:documentation xml:lang="en">Version of SolverInput.xsd (the same as version of SolverM.exe that is used).</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / settings / machine_info

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_processing_units | xs:string | optional |
    Popis cpu obsahující jméno, počet jader, počet vláken, rychlosti, velikosti Cache (např. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200).
    ).
    CPU descriúption with name, cores count, threads count, speeds, Cache sizes (ie. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200).
operating_system | xs:string | optional |
    Konkrétní verze operačního systému (např. Microsoft Windows 10 Pro 10.0.19042).
    Specific version of operating system (ie. Microsoft Windows 10 Pro 10.0.19042).
Source |
    <xs:element name="machine_info" minOccurs="0">
      <xs:complexType>
        <xs:attribute name="operating_system" type="xs:string">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Konkrétní verze operačního systému (např. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
            <xs:documentation xml:lang="en">Specific version of operating system (ie. Microsoft Windows 10 Pro 10.0.19042).</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="central_processing_units" type="xs:string">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Popis cpu obsahující jméno, počet jader, počet vláken, rychlosti, velikosti Cache (např. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200). ).</xs:documentation>
            <xs:documentation xml:lang="en">CPU descriúption with name, cores count, threads count, speeds, Cache sizes (ie. Name: Intel® Core™ i9-10900K CPU @ 3.70GHz; Cores: 10; Threads: 20; Speed: 3696 MHz; BusSpeed: 100 MHz; L2Cache: 2.5 MB; L3Cache: 20.0 MB; Description: Intel64 Family 6 Model 165 Stepping 5; AddressWidth: 64; DataWidth: 64; Architecture: 9; ID: BFEBFBFF000A0655; Socket: LGA1200).</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / global_parameters

Namespace | No namespace
Diagram |
Type | global_parameters
Properties |
content | complex
minOccurs | 0
Model | global_parameter+
Children | global_parameter
Instance |
    <global_parameters>
      <global_parameter name="" value="">{1,unbounded}</global_parameter>
    </global_parameters>
Source |
    <xs:element name="global_parameters" type="global_parameters" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / functions

Namespace | No namespace
Diagram |
Type | functions
Properties |
content | complex
minOccurs | 0
Model | function+
Children | function
Instance |
    <functions>
      <function id="">{1,unbounded}</function>
    </functions>
Source |
    <xs:element name="functions" type="functions" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | global_settings , rotations{0,1} , functions{0,1} , material_initial_strains{0,1} , material_visco_parameters{0,1} , materials{0,1} , nodes{0,1} , lines{0,1} , member_eccentricities{0,1} , nodal_supports{0,1} , line_supports{0,1} , member_subsoils{0,1} , surface_subsoils{0,1} , surface_supports{0,1} , member_sections{0,1} , surface_sections{0,1} , node_release_types{0,1} , line_release_types{0,1} , surface_release_types{0,1} , contact_solid_types{0,1} , member_nonlinearities{0,1} , member_hinges{0,1} , member_warping_connections{0,1} , members{0,1} , openings{0,1} , surfaces{0,1} , solid_gas_parameters{0,1} , solids{0,1} , tendons{0,1} , rebars{0,1} , geotechnical_model{0,1} , nodal_constraints{0,1} , node_releases{0,1} , line_releases{0,1} , surface_releases{0,1} , surface_contacts{0,1} , line_connections{0,1} , radial_connections{0,1} , hanging_nodes{0,1} , k_contacts{0,1} , d_contacts{0,1} , reductions_for_modal_analysis{0,1} , static_condensations{0,1} , individual_reference_temperatures{0,1}
Children | contact_solid_types, d_contacts, functions, geotechnical_model, global_settings, hanging_nodes, individual_reference_temperatures, k_contacts, line_connections, line_release_types, line_releases, line_supports, lines, material_initial_strains, material_visco_parameters, materials, member_eccentricities, member_hinges, member_nonlinearities, member_sections, member_subsoils, member_warping_connections, members, nodal_constraints, nodal_supports, node_release_types, node_releases, nodes, openings, radial_connections, rebars, reductions_for_modal_analysis, rotations, solid_gas_parameters, solids, static_condensations, surface_contacts, surface_release_types, surface_releases, surface_sections, surface_subsoils, surface_supports, surfaces, tendons
Instance |
    <structure>
      <global_settings acceleration_of_gravity="" has_global_axis_z_downward_orientation="" has_local_axis_z_downward_orientation="" maximal_number_of_analysis="" model_type="" project_name="" temperature="" use_lagrange_multipliers="">{1,1}</global_settings>
      <rotations>{0,1}</rotations>
      <functions>{0,1}</functions>
      <material_initial_strains>{0,1}</material_initial_strains>
      <material_visco_parameters>{0,1}</material_visco_parameters>
      <materials>{0,1}</materials>
      <nodes>{0,1}</nodes>
      <lines>{0,1}</lines>
      <member_eccentricities>{0,1}</member_eccentricities>
      <nodal_supports fix_rotations_at_nodes="">{0,1}</nodal_supports>
      <line_supports>{0,1}</line_supports>
      <member_subsoils>{0,1}</member_subsoils>
      <surface_subsoils>{0,1}</surface_subsoils>
      <surface_supports>{0,1}</surface_supports>
      <member_sections fiber="" member_section_cross_section="">{0,1}</member_sections>
      <surface_sections>{0,1}</surface_sections>
      <node_release_types>{0,1}</node_release_types>
      <line_release_types>{0,1}</line_release_types>
      <surface_release_types>{0,1}</surface_release_types>
      <contact_solid_types>{0,1}</contact_solid_types>
      <member_nonlinearities>{0,1}</member_nonlinearities>
      <member_hinges>{0,1}</member_hinges>
      <member_warping_connections set_default_as_free="" set_default_at_hinges_as_free="">{0,1}</member_warping_connections>
      <members consider_stress_stiffness_for_rigid_members="">{0,1}</members>
      <openings>{0,1}</openings>
      <surfaces>{0,1}</surfaces>
      <solid_gas_parameters>{0,1}</solid_gas_parameters>
      <solids>{0,1}</solids>
      <tendons>{0,1}</tendons>
      <rebars>{0,1}</rebars>
      <geotechnical_model>{0,1}</geotechnical_model>
      <nodal_constraints>{0,1}</nodal_constraints>
      <node_releases>{0,1}</node_releases>
      <line_releases old_merge_in_intersections="">{0,1}</line_releases>
      <surface_releases>{0,1}</surface_releases>
      <surface_contacts>{0,1}</surface_contacts>
      <line_connections old_merge_in_intersections="">{0,1}</line_connections>
      <radial_connections radial_connection_of_rods_and_contacts="">{0,1}</radial_connections>
      <hanging_nodes>{0,1}</hanging_nodes>
      <k_contacts>{0,1}</k_contacts>
      <d_contacts>{0,1}</d_contacts>
      <reductions_for_modal_analysis>{0,1}</reductions_for_modal_analysis>
      <static_condensations>{0,1}</static_condensations>
      <individual_reference_temperatures>{0,1}</individual_reference_temperatures>
    </structure>
Identity constraints |
QName | Type | Refer | Selector | Field(s)
--- | --- | --- | --- | ---
key_material_id | key |  | ./materials/material | @id
keyref_material_id_to_member_section | keyref | key_material_id | member_sections/member_section | @material
keyref_material_id_to_surface_section | keyref | key_material_id | surface_sections/surface_section | @material
keyref_material_id_to_surface_contact | keyref | key_material_id | surface_contacts/surface_contact | @material
keyref_material_id_to_solid | keyref | key_material_id | solids/solid | @material
keyref_material_id_to_material_stiffness_modification | keyref | key_material_id | ./structure_modification/material_stiffness/material | @ref
Source |
    <xs:element name="structure" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="global_settings">
            <xs:complexType>
              <xs:sequence>
                <xs:element name="independent_mesh_technology" type="independent_mesh_technology_base" minOccurs="0" maxOccurs="1"/>
              </xs:sequence>
              <xs:attribute name="project_name" type="xs:string"/>
              <xs:attribute name="model_type" type="solver_model_type"/>
              <xs:attribute name="acceleration_of_gravity" type="xs:double" use="required"/>
              <xs:attribute name="has_global_axis_z_downward_orientation" type="xs:boolean" use="required"/>
              <xs:attribute name="has_local_axis_z_downward_orientation" type="xs:boolean" use="required"/>
              <xs:attribute name="maximal_number_of_analysis" type="xs:unsignedInt"/>
              <xs:attribute name="temperature" type="xs:double">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Referenční teplota konstrukce a okolního prostředí.[K]</xs:documentation>
                  <xs:documentation xml:lang="en">Reference temperature of structure and enviroment.[K]</xs:documentation>
                </xs:annotation>
              </xs:attribute>
              <xs:attribute name="use_lagrange_multipliers" type="xs:boolean"/>
            </xs:complexType>
          </xs:element>
          <!--reference na: - -->
          <!-- Rotations -->
          <xs:element name="rotations" type="rotation_type" minOccurs="0"/>
          <!--reference na: - -->
          <!-- Functions -->
          <!--VYHODIT-->
          <xs:element name="functions" type="functions" minOccurs="0"/>
          <!--reference na: - -->
          <!-- Materials initial strain -->
          <xs:element name="material_initial_strains" type="material_initial_strains" minOccurs="0"/>
          <!-- Materials visco -->
          <xs:element name="material_visco_parameters" type="material_visco_parameters" minOccurs="0"/>
          <!--reference na: - -->
          <!-- Materials -->
          <xs:element name="materials" type="materials" minOccurs="0"/>
          <!--reference na: material_visco_parameters - -->
          <!-- Nodes -->
          <xs:element name="nodes" type="nodes" minOccurs="0"/>
          <!--reference na: - -->
          <!-- Lines -->
          <xs:element name="lines" type="lines" minOccurs="0"/>
          <!--reference na: nodes -->
          <xs:sequence id="Eccentricity">
            <!-- Member Eccentricities  -->
            <xs:element name="member_eccentricities" type="member_eccentricities" minOccurs="0"/>
            <!--reference na: - -->
            <!-- Surface eccentricities -->
            <!--<xs:element name="surface_eccentricities" type="surface_eccentricities" minOccurs="0"/>-->
            <!--reference na: - -->
          </xs:sequence>
          <xs:sequence id="Supports" minOccurs="1">
            <!-- Nodal Supports -->
            <xs:element name="nodal_supports" type="nodal_supports" minOccurs="0"/>
            <!--reference na: rotation, nodes -->
            <!-- Line Supports -->
            <xs:element name="line_supports" type="line_supports" minOccurs="0"/>
            <!--reference na: rotation, lines -->
            <!-- Member Supports -->
            <xs:element name="member_subsoils" type="member_subsoils" minOccurs="0"/>
            <!--reference na: - -->
            <!-- Surface Supports -->
            <xs:element name="surface_subsoils" type="surface_subsoils" minOccurs="0"/>
            <xs:element name="surface_supports" type="surface_supports" minOccurs="0"/>
            <!--reference na: - -->
          </xs:sequence>
          <xs:sequence id="Sections">
            <!-- Member Sections -->
            <xs:element name="member_sections" type="member_sections" minOccurs="0"/>
            <!--reference na: material -->
            <!-- Surface Sections -->
            <xs:element name="surface_sections" type="surface_sections" minOccurs="0"/>
            <!--reference na: materials, nodes -->
          </xs:sequence>
          <xs:sequence id="Contacts_types">
            <!-- Node Release_type -->
            <xs:element name="node_release_types" type="node_release_types" minOccurs="0"/>
            <!--reference na: member_hinges -->
            <!-- Line Release_type -->
            <xs:element name="line_release_types" type="line_release_types" minOccurs="0"/>
            <!--reference na: - -->
            <!-- Surface Release_type -->
            <xs:element name="surface_release_types" type="surface_release_types" minOccurs="0"/>
            <!--reference na: - -->
            <!--Solid contacts -->
            <xs:element name="contact_solid_types" type="contact_solid_types" minOccurs="0"/>
            <!--reference na: - -->
          </xs:sequence>
          <!-- Member Nonlinearities  -->
          <xs:element name="member_nonlinearities" type="member_nonlinearities" minOccurs="0"/>
          <!--reference na: - -->
          <!-- Member Hinges -->
          <xs:element name="member_hinges" type="member_hinges" minOccurs="0"/>
          <!--reference na: rotation -->
          <!-- Member Warping Connections -->
          <xs:element name="member_warping_connections" type="member_warping_connections" minOccurs="0"/>
          <!--reference na: members -->
          <!-- Members -->
          <xs:element name="members" type="members" minOccurs="0"/>
          <!--reference na: rotation, line, sections, hinge, eccentricity, subsoil, nonlinearity, resul_sections -->
          <!-- Line Hinges -->
          <!--<xs:element name="line_hinges" type="line_hinges" minOccurs="0"/>-->
          <!-- Openings-->
          <xs:element name="openings" type="openings" minOccurs="0"/>
          <!--reference na: lines -->
          <!-- Surface -->
          <xs:element name="surfaces" type="surfaces" minOccurs="0"/>
          <!--reference na: nodes, lines, openings, sections, eccentricity, hinge, subsoil -->
          <!-- Solid gas parameters -->
          <xs:element name="solid_gas_parameters" type="solid_gas_parameters" minOccurs="0"/>
          <!--reference na: - -->
          <!--Solid -->
          <xs:element name="solids" type="solids" minOccurs="0"/>
          <!--reference na: material, nodes, lines, /openings(pomocí tělesa?/, surfaces, gas_parameters, contact_type -->
          <!--Tendony -->
          <xs:element name="tendons" type="tendon_sets" minOccurs="0"/>
          <!--Tendony -->
          <xs:element name="rebars" type="tendon_sets" minOccurs="0"/>
          <!--Geotechnical settings -->
          <xs:element name="geotechnical_model" type="geotechnical_model" minOccurs="0"/>
          <!-- Nodal Constraints -->
          <xs:element name="nodal_constraints" type="nodal_constraints" minOccurs="0"/>
          <xs:sequence id="Contacts">
            <!-- Node Release -->
            <xs:element name="node_releases" type="node_releases" minOccurs="0"/>
            <!--reference na: node_releases, nodes, members, surfaces, solids -->
            <!-- Line Release -->
            <xs:element name="line_releases" type="line_releases" minOccurs="0"/>
            <!--reference na: rotation, line_release_types, lines, members, surfaces, solids  -->
            <!-- Surface Release -->
            <xs:element name="surface_releases" type="surface_releases" minOccurs="0"/>
            <!--reference na: rotation, surface_release_types, members, surfaces, solids  -->
            <!-- Surface Contacts -->
            <xs:element name="surface_contacts" type="surface_contacts" minOccurs="0"/>
            <!--reference na: materials, surfaces -->
            <!-- Node Connections -->
            <!--
                    <xs:element name="node_connections" type="connections_type" minOccurs="0"/>
                    -->
            <!--reference na: lines, nodes -->
            <!-- Line Connections -->
            <!--
                    <xs:element name="line_connections" type="connections_type" minOccurs="0"/>
                    -->
            <!--reference na: lines, surfaces -->
            <!-- Line Connections -->
            <xs:element name="line_connections" type="line_connections_type" minOccurs="0"/>
            <!--reference na: lines, surfaces -->
            <!-- Radial Connections -->
            <xs:element name="radial_connections" type="radial_connections_type" minOccurs="0"/>
            <!--reference na: connecntion, lines, surfaces -->
            <!-- Hanging Nodes -->
            <xs:element name="hanging_nodes" type="hanging_nodes_type" minOccurs="0"/>
            <!-- vyvoj -->
            <xs:element name="k_contacts" type="k_contacts" minOccurs="0"/>
            <xs:element name="d_contacts" type="general_contacts" minOccurs="0"/>
          </xs:sequence>
          <xs:element name="reductions_for_modal_analysis" type="reductions_for_modal_analysis" minOccurs="0"/>
          <xs:element name="static_condensations" type="static_condensations" minOccurs="0"/>
          <xs:element name="individual_reference_temperatures" type="individual_reference_temperatures" minOccurs="0"/>
        </xs:sequence>
      </xs:complexType>
      <!--TODO dělat reference? kontrolujeme ve VelkaData...-->
      <!-- Reference - seznam moznych referenci. -->
      <!-- Reference - material id. -->
      <xs:key name="key_material_id">
        <xs:selector xpath="./materials/material"/>
        <xs:field xpath="@id"/>
      </xs:key>
      <xs:keyref name="keyref_material_id_to_member_section" refer="key_material_id">
        <xs:selector xpath="member_sections/member_section"/>
        <xs:field xpath="@material"/>
      </xs:keyref>
      <xs:keyref name="keyref_material_id_to_surface_section" refer="key_material_id">
        <xs:selector xpath="surface_sections/surface_section"/>
        <xs:field xpath="@material"/>
      </xs:keyref>
      <xs:keyref name="keyref_material_id_to_surface_contact" refer="key_material_id">
        <xs:selector xpath="surface_contacts/surface_contact"/>
        <xs:field xpath="@material"/>
      </xs:keyref>
      <xs:keyref name="keyref_material_id_to_solid" refer="key_material_id">
        <xs:selector xpath="solids/solid"/>
        <xs:field xpath="@material"/>
      </xs:keyref>
      <xs:keyref name="keyref_material_id_to_material_stiffness_modification" refer="key_material_id">
        <xs:selector xpath="./structure_modification/material_stiffness/material"/>
        <xs:field xpath="@ref"/>
      </xs:keyref>
      <!-- Reference - node id. -->
      <!--<xs:key name="key_node_id">
                <xs:selector xpath=".//structure/nodes/node"/>
                <xs:field xpath="@id"/>
              </xs:key>

              <xs:keyref name="keyref_nodes_id_to_releases" refer="key_node_id">
                <xs:selector xpath=".//node_releases/node_release"/>
                <xs:field xpath="@generated_object"/>
              </xs:keyref>

              <xs:keyref name="keyref_nodes_id_to_release_original_node" refer="key_node_id">
                <xs:selector xpath=".//node_releases/node_release"/>
                <xs:field xpath="@original_object"/>
              </xs:keyref>-->
      <!--<xs:keyref name="keyref_nodes_id_to_lines" refer="key_node_id">
                <xs:selector xpath=".//lines/line"/>
                <xs:field xpath="@definition_nodes"/>
              </xs:keyref>-->
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / global_settings

Namespace | No namespace
Diagram |
Properties |
content | complex
Model | independent_mesh_technology{0,1}
Children | independent_mesh_technology
Instance |
    <global_settings acceleration_of_gravity="" has_global_axis_z_downward_orientation="" has_local_axis_z_downward_orientation="" maximal_number_of_analysis="" model_type="" project_name="" temperature="" use_lagrange_multipliers="">
      <independent_mesh_technology>{0,1}</independent_mesh_technology>
    </global_settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
acceleration_of_gravity | xs:double | required |
has_global_axis_z_downward_orientation | xs:boolean | required |
has_local_axis_z_downward_orientation | xs:boolean | required |
maximal_number_of_analysis | xs:unsignedInt | optional |
model_type | solver_model_type | optional |
project_name | xs:string | optional |
temperature | xs:double | optional |
    Referenční teplota konstrukce a okolního prostředí.[K]
    Reference temperature of structure and enviroment.[K]
use_lagrange_multipliers | xs:boolean | optional |
Source |
    <xs:element name="global_settings">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="independent_mesh_technology" type="independent_mesh_technology_base" minOccurs="0" maxOccurs="1"/>
        </xs:sequence>
        <xs:attribute name="project_name" type="xs:string"/>
        <xs:attribute name="model_type" type="solver_model_type"/>
        <xs:attribute name="acceleration_of_gravity" type="xs:double" use="required"/>
        <xs:attribute name="has_global_axis_z_downward_orientation" type="xs:boolean" use="required"/>
        <xs:attribute name="has_local_axis_z_downward_orientation" type="xs:boolean" use="required"/>
        <xs:attribute name="maximal_number_of_analysis" type="xs:unsignedInt"/>
        <xs:attribute name="temperature" type="xs:double">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Referenční teplota konstrukce a okolního prostředí.[K]</xs:documentation>
            <xs:documentation xml:lang="en">Reference temperature of structure and enviroment.[K]</xs:documentation>
          </xs:annotation>
        </xs:attribute>
        <xs:attribute name="use_lagrange_multipliers" type="xs:boolean"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / global_settings / independent_mesh_technology

Namespace | No namespace
Diagram |
Type | independent_mesh_technology_base
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Source |
    <xs:element name="independent_mesh_technology" type="independent_mesh_technology_base" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / rotations

Namespace | No namespace
Diagram |
Type | rotation_type
Properties |
content | complex
minOccurs | 0
Model | rotation+
Children | rotation
Instance |
    <rotations>
      <rotation>{1,unbounded}</rotation>
    </rotations>
Source |
    <xs:element name="rotations" type="rotation_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / functions

Namespace | No namespace
Diagram |
Type | functions
Properties |
content | complex
minOccurs | 0
Model | function+
Children | function
Instance |
    <functions>
      <function id="">{1,unbounded}</function>
    </functions>
Source |
    <xs:element name="functions" type="functions" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / material_initial_strains

Namespace | No namespace
Diagram |
Type | material_initial_strains
Properties |
content | complex
minOccurs | 0
Model | material_initial_strain+
Children | material_initial_strain
Instance |
    <material_initial_strains>
      <material_initial_strain id="">{1,unbounded}</material_initial_strain>
    </material_initial_strains>
Source |
    <xs:element name="material_initial_strains" type="material_initial_strains" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / material_visco_parameters

Namespace | No namespace
Diagram |
Type | material_visco_parameters
Properties |
content | complex
minOccurs | 0
Model | material_visco_parameter+
Children | material_visco_parameter
Instance |
    <material_visco_parameters>
      <material_visco_parameter id="">{1,unbounded}</material_visco_parameter>
    </material_visco_parameters>
Source |
    <xs:element name="material_visco_parameters" type="material_visco_parameters" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / materials

Namespace | No namespace
Diagram |
Type | materials
Properties |
content | complex
minOccurs | 0
Model | material+
Children | material
Instance |
    <materials>
      <material creep="" dentisy="" diffusion_coefficient="" heat_capacity="" id="" permeability_coefficient="" thermal_conductivity="">{1,unbounded}</material>
    </materials>
Source |
    <xs:element name="materials" type="materials" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / nodes

Namespace | No namespace
Diagram |
Type | nodes
Properties |
content | complex
minOccurs | 0
Model | node+
Children | node
Instance |
    <nodes>
      <node id="" note="">{1,unbounded}</node>
    </nodes>
Source |
    <xs:element name="nodes" type="nodes" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / lines

Namespace | No namespace
Diagram |
Type | lines
Properties |
content | complex
minOccurs | 0
Model | line+
Children | line
Instance |
    <lines>
      <line id="" integrated_lines_independent="" integrated_nodes_independent="" nodes_on_line="" persistent="">{1,unbounded}</line>
    </lines>
Source |
    <xs:element name="lines" type="lines" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_eccentricities

Namespace | No namespace
Diagram |
Type | member_eccentricities
Properties |
content | complex
minOccurs | 0
Model | member_eccentricity*
Children | member_eccentricity
Instance |
    <member_eccentricities>
      <member_eccentricity id="" member_hinge_eccentricity="">{0,unbounded}</member_eccentricity>
    </member_eccentricities>
Source |
    <xs:element name="member_eccentricities" type="member_eccentricities" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / nodal_supports

Namespace | No namespace
Diagram |
Type | nodal_supports
Properties |
content | complex
minOccurs | 0
Model | nodal_support*
Children | nodal_support
Instance |
    <nodal_supports fix_rotations_at_nodes="">
      <nodal_support id="" nodes="" note="">{0,unbounded}</nodal_support>
    </nodal_supports>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
fix_rotations_at_nodes | references | optional |
Source |
    <xs:element name="nodal_supports" type="nodal_supports" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / line_supports

Namespace | No namespace
Diagram |
Type | line_supports
Properties |
content | complex
minOccurs | 0
Model | line_support*
Children | line_support
Instance |
    <line_supports>
      <line_support id="" lines="" note="">{0,unbounded}</line_support>
    </line_supports>
Source |
    <xs:element name="line_supports" type="line_supports" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_subsoils

Namespace | No namespace
Diagram |
Type | member_subsoils
Properties |
content | complex
minOccurs | 0
Model | member_subsoil*
Children | member_subsoil
Instance |
    <member_subsoils>
      <member_subsoil id="" note="" reduction_of_winkler_rotation="">{0,unbounded}</member_subsoil>
    </member_subsoils>
Source |
    <xs:element name="member_subsoils" type="member_subsoils" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_subsoils

Namespace | No namespace
Diagram |
Type | surface_subsoils
Properties |
content | complex
minOccurs | 0
Model | surface_subsoil*
Children | surface_subsoil
Instance |
    <surface_subsoils>
      <surface_subsoil id="" note="">{0,unbounded}</surface_subsoil>
    </surface_subsoils>
Source |
    <xs:element name="surface_subsoils" type="surface_subsoils" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_supports

Namespace | No namespace
Diagram |
Type | surface_supports
Properties |
content | complex
minOccurs | 0
Model | surface_support*
Children | surface_support
Instance |
    <surface_supports>
      <surface_support id="" note="" surfaces="">{0,unbounded}</surface_support>
    </surface_supports>
Source |
    <xs:element name="surface_supports" type="surface_supports" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_sections

Namespace | No namespace
Diagram |
Type | member_sections
Properties |
content | complex
minOccurs | 0
Model | member_section*
Children | member_section
Instance |
    <member_sections fiber="" member_section_cross_section="">
      <member_section id="" note="">{0,unbounded}</member_section>
    </member_sections>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
fiber | xs:boolean | optional |
    Explicitní nastavení volání fiberu v OBK.
member_section_cross_section | member_section_cross_section_setting | optional |
    Dočastné řešení pro změnu nastavení výpočtu průřezu.
Source |
    <xs:element name="member_sections" type="member_sections" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_sections

Namespace | No namespace
Diagram |
Type | surface_sections
Properties |
content | complex
minOccurs | 0
Model | surface_section+
Children | surface_section
Instance |
    <surface_sections>
      <surface_section id="" material="" material_initial_strain="" material_visco_parameter="" note="" number_of_integration_points="" phase_section="" quadrature_type="">{1,unbounded}</surface_section>
    </surface_sections>
Source |
    <xs:element name="surface_sections" type="surface_sections" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / node_release_types

Namespace | No namespace
Diagram |
Type | node_release_types
Properties |
content | complex
minOccurs | 0
Model | node_release_type+
Children | node_release_type
Instance |
    <node_release_types>
      <node_release_type id="" note="">{1,unbounded}</node_release_type>
    </node_release_types>
Source |
    <xs:element name="node_release_types" type="node_release_types" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / line_release_types

Namespace | No namespace
Diagram |
Type | line_release_types
Properties |
content | complex
minOccurs | 0
Model | line_release_type+
Children | line_release_type
Instance |
    <line_release_types>
      <line_release_type id="">{1,unbounded}</line_release_type>
    </line_release_types>
Source |
    <xs:element name="line_release_types" type="line_release_types" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_release_types

Namespace | No namespace
Diagram |
Type | surface_release_types
Properties |
content | complex
minOccurs | 0
Model | surface_release_type+
Children | surface_release_type
Instance |
    <surface_release_types>
      <surface_release_type id="">{1,unbounded}</surface_release_type>
    </surface_release_types>
Source |
    <xs:element name="surface_release_types" type="surface_release_types" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / contact_solid_types

Namespace | No namespace
Diagram |
Type | contact_solid_types
Properties |
content | complex
minOccurs | 0
Model | contact_type+
Children | contact_type
Instance |
    <contact_solid_types>
      <contact_type id="" perpendicular_type="">{1,unbounded}</contact_type>
    </contact_solid_types>
Source |
    <xs:element name="contact_solid_types" type="contact_solid_types" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_nonlinearities

Namespace | No namespace
Diagram |
Type | member_nonlinearities
Properties |
content | complex
minOccurs | 0
Model | member_nonlinearity*
Children | member_nonlinearity
Instance |
    <member_nonlinearities>
      <member_nonlinearity id="">{0,unbounded}</member_nonlinearity>
    </member_nonlinearities>
Source |
    <xs:element name="member_nonlinearities" type="member_nonlinearities" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_hinges

Namespace | No namespace
Diagram |
Type | member_hinges
Properties |
content | complex
minOccurs | 0
Model | member_hinge*
Children | member_hinge
Instance |
    <member_hinges>
      <member_hinge id="" note="">{0,unbounded}</member_hinge>
    </member_hinges>
Source |
    <xs:element name="member_hinges" type="member_hinges" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / member_warping_connections

Namespace | No namespace
Diagram |
Type | member_warping_connections
Properties |
content | complex
minOccurs | 0
Model | member_warping_connection*
Children | member_warping_connection
Instance |
    <member_warping_connections set_default_as_free="" set_default_at_hinges_as_free="">
      <member_warping_connection members="">{0,unbounded}</member_warping_connection>
    </member_warping_connections>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
set_default_as_free | xs:boolean | optional |
    Nastaví výchozí spojení na koncích membrů jako volné ve warpingu. (default = FALSE) Ovlivňuje pouze konce bez kloubů.
    Sets default warping connections at the ends of the members as free. (default = FALSE) Affects only ends without hinges.
set_default_at_hinges_as_free | xs:boolean | optional |
    Nastaví výchozí spojení v kloubech membrů jako volné ve warpingu. (default = FALSE)
    Sets default warping connections at member hinges as free. (default = FALSE)
Source |
    <xs:element name="member_warping_connections" type="member_warping_connections" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / members

Namespace | No namespace
Diagram |
Type | members
Properties |
content | complex
minOccurs | 0
Model | member+
Children | member
Instance |
    <members consider_stress_stiffness_for_rigid_members="">
      <member id="" line="" note="">{1,unbounded}</member>
    </members>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
consider_stress_stiffness_for_rigid_members | xs:boolean | optional |
    Zohlednění geometrické tuhosti pro tuhé pruty.
    Consideration of stress stiffness for rigid members.
Source |
    <xs:element name="members" type="members" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / openings

Namespace | No namespace
Diagram |
Type | openings
Properties |
content | complex
minOccurs | 0
Model | opening+
Children | opening
Instance |
    <openings>
      <opening id="">{1,unbounded}</opening>
    </openings>
Source |
    <xs:element name="openings" type="openings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surfaces

Namespace | No namespace
Diagram |
Type | surfaces
Properties |
content | complex
minOccurs | 0
Model | surface_settings{0,1} , surface+
Children | surface, surface_settings
Instance |
    <surfaces>
      <surface_settings membranes_act_in_compression="" number_of_integration_points="" quadrature_type="" save_results_in_all_integration_points="" stabilization_element_material_linear="" stabilization_element_material_nonlinear="">{0,1}</surface_settings>
      <surface id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_openings="" integrated_surfaces="" integrated_surfaces_independent="" note="">{1,unbounded}</surface>
    </surfaces>
Source |
    <xs:element name="surfaces" type="surfaces" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / solid_gas_parameters

Namespace | No namespace
Diagram |
Type | solid_gas_parameters
Properties |
content | complex
minOccurs | 0
Model | parameters+
Children | parameters
Instance |
    <solid_gas_parameters>
      <parameters id="" pressure="" temperature="">{1,unbounded}</parameters>
    </solid_gas_parameters>
Source |
    <xs:element name="solid_gas_parameters" type="solid_gas_parameters" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / solids

Namespace | No namespace
Diagram |
Type | solids
Properties |
content | complex
minOccurs | 0
Model | solid_settings{0,1} , solid+
Children | solid, solid_settings
Instance |
    <solids>
      <solid_settings stabilization_element_material_linear="" stabilization_element_material_nonlinear="" without_rotation_dofs="">{0,1}</solid_settings>
      <solid definition_surfaces="" id="" integrated_lines="" integrated_lines_independent="" integrated_nodes="" integrated_nodes_independent="" integrated_solids_independent="" integrated_surfaces="" integrated_surfaces_independent="" note="">{1,unbounded}</solid>
    </solids>
Source |
    <xs:element name="solids" type="solids" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / tendons

Namespace | No namespace
Diagram |
Type | tendon_sets
Properties |
content | complex
minOccurs | 0
Model | on_1d* , on_2d* , on_3d*
Children | on_1d, on_2d, on_3d
Instance |
    <tendons>
      <on_1d>{0,unbounded}</on_1d>
      <on_2d>{0,unbounded}</on_2d>
      <on_3d>{0,unbounded}</on_3d>
    </tendons>
Source |
    <xs:element name="tendons" type="tendon_sets" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / rebars

Namespace | No namespace
Diagram |
Type | tendon_sets
Properties |
content | complex
minOccurs | 0
Model | on_1d* , on_2d* , on_3d*
Children | on_1d, on_2d, on_3d
Instance |
    <rebars>
      <on_1d>{0,unbounded}</on_1d>
      <on_2d>{0,unbounded}</on_2d>
      <on_3d>{0,unbounded}</on_3d>
    </rebars>
Source |
    <xs:element name="rebars" type="tendon_sets" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / geotechnical_model

Namespace | No namespace
Diagram |
Type | geotechnical_model
Properties |
content | complex
minOccurs | 0
Model | massive+
Children | massive
Instance |
    <geotechnical_model>
      <massive id="">{1,unbounded}</massive>
    </geotechnical_model>
Source |
    <xs:element name="geotechnical_model" type="geotechnical_model" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / nodal_constraints

Namespace | No namespace
Diagram |
Type | nodal_constraints
Properties |
content | complex
minOccurs | 0
Model | constraint+
Children | constraint
Instance |
    <nodal_constraints>
      <constraint central_node="" id="" lines="" nodes="" surfaces="">{1,unbounded}</constraint>
    </nodal_constraints>
Source |
    <xs:element name="nodal_constraints" type="nodal_constraints" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / node_releases

Namespace | No namespace
Diagram |
Type | node_releases
Properties |
content | complex
minOccurs | 0
Model | node_release+
Children | node_release
Instance |
    <node_releases>
      <node_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">{1,unbounded}</node_release>
    </node_releases>
Source |
    <xs:element name="node_releases" type="node_releases" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / line_releases

Namespace | No namespace
Diagram |
Type | line_releases
Properties |
content | complex
minOccurs | 0
Model | line_release+
Children | line_release
Instance |
    <line_releases old_merge_in_intersections="">
      <line_release control_object="" id="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">{1,unbounded}</line_release>
    </line_releases>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
old_merge_in_intersections | xs:boolean | optional |
    Spojuje křižující se liniové uvolnění.
    Merges intersecting line releases.
Source |
    <xs:element name="line_releases" type="line_releases" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_releases

Namespace | No namespace
Diagram |
Type | surface_releases
Properties |
content | complex
minOccurs | 0
Model | surface_release+
Children | surface_release
Instance |
    <surface_releases>
      <surface_release control_object="" id="" local_axis="" note="" original="" release_type="" released="" released_member="" released_solids="" released_surfaces="">{1,unbounded}</surface_release>
    </surface_releases>
Source |
    <xs:element name="surface_releases" type="surface_releases" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / surface_contacts

Namespace | No namespace
Diagram |
Type | surface_contacts
Properties |
content | complex
minOccurs | 0
Model | surface_contact+
Children | surface_contact
Instance |
    <surface_contacts>
      <surface_contact contact_type="" id="" independent_mesh_master_surfaces="" material="" surface1="" surface2="">{1,unbounded}</surface_contact>
    </surface_contacts>
Source |
    <xs:element name="surface_contacts" type="surface_contacts" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / line_connections

Namespace | No namespace
Diagram |
Type | line_connections_type
Properties |
content | complex
minOccurs | 0
Model | connection+
Children | connection
Instance |
    <line_connections old_merge_in_intersections="">
      <connection id="" ignore_distance="" master_line="" master_line_part="" slave_line="" slave_line_part="">{1,unbounded}</connection>
    </line_connections>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
old_merge_in_intersections | xs:boolean | optional |
    Spojuje křižující se elastické liniové spojení.
    Merges intersecting elastic line connections.
Source |
    <xs:element name="line_connections" type="line_connections_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / radial_connections

Namespace | No namespace
Diagram |
Type | radial_connections_type
Properties |
content | complex
minOccurs | 0
Model | node_to_line+
Children | node_to_line
Instance |
    <radial_connections radial_connection_of_rods_and_contacts="">
      <node_to_line id="">{1,unbounded}</node_to_line>
    </radial_connections>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
radial_connection_of_rods_and_contacts | xs:boolean | optional |
    Uzly na linii v plose, radialni pripojeni prutu a kontaktu (vyuziti srouby, piloty, atd.).
    Nodes on lines in surface, radial connection of rods and contacts (use of screws, pilots, etc.).
Source |
    <xs:element name="radial_connections" type="radial_connections_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / hanging_nodes

Namespace | No namespace
Diagram |
Type | hanging_nodes_type
Properties |
content | complex
minOccurs | 0
Model | connection+
Children | connection
Instance |
    <hanging_nodes>
      <connection id="">{1,unbounded}</connection>
    </hanging_nodes>
Source |
    <xs:element name="hanging_nodes" type="hanging_nodes_type" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / k_contacts

Namespace | No namespace
Diagram |
Type | k_contacts
Properties |
content | complex
minOccurs | 0
Model | k_contact+
Children | k_contact
Instance |
    <k_contacts>
      <k_contact direction="" id="">{1,unbounded}</k_contact>
    </k_contacts>
Source |
    <xs:element name="k_contacts" type="k_contacts" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / d_contacts

Namespace | No namespace
Diagram |
Type | general_contacts
Properties |
content | complex
minOccurs | 0
Model | global_contact+
Children | global_contact
Instance |
    <d_contacts>
      <global_contact direction="" gap="" master_elements="" master_macro_type="" master_macros="" master_type="" method="" penalty_stiffness="" positive_direction="true" slave_elements="" slave_macro_type="" slave_macros="" slave_type="">{1,unbounded}</global_contact>
    </d_contacts>
Source |
    <xs:element name="d_contacts" type="general_contacts" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / reductions_for_modal_analysis

Namespace | No namespace
Diagram |
Type | reductions_for_modal_analysis
Properties |
content | complex
minOccurs | 0
Model | reduction_for_modal_analysis*
Children | reduction_for_modal_analysis
Instance |
    <reductions_for_modal_analysis>
      <reduction_for_modal_analysis id="">{0,unbounded}</reduction_for_modal_analysis>
    </reductions_for_modal_analysis>
Source |
    <xs:element name="reductions_for_modal_analysis" type="reductions_for_modal_analysis" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / static_condensations

Namespace | No namespace
Diagram |
Type | static_condensations
Properties |
content | complex
minOccurs | 0
Model | static_condensation+
Children | static_condensation
Instance |
    <static_condensations>
      <static_condensation id="">{1,unbounded}</static_condensation>
    </static_condensations>
Source |
    <xs:element name="static_condensations" type="static_condensations" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure / individual_reference_temperatures

Namespace | No namespace
Diagram |
Type | individual_reference_temperatures
Properties |
content | complex
minOccurs | 0
Model | temperature+
Children | temperature
Instance |
    <individual_reference_temperatures>
      <temperature members="" solids="" surfaces="" value="">{1,unbounded}</temperature>
    </individual_reference_temperatures>
Source |
    <xs:element name="individual_reference_temperatures" type="individual_reference_temperatures" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / structure_modifications

Namespace | No namespace
Diagram |
Type | structure_modifications
Properties |
content | complex
minOccurs | 0
Model | structure_modification*
Children | structure_modification
Instance |
    <structure_modifications>
      <structure_modification id="" note="">{0,unbounded}</structure_modification>
    </structure_modifications>
Source |
    <xs:element name="structure_modifications" type="structure_modifications" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / construction_stages

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | construction_stage*
Children | construction_stage
Instance |
    <construction_stages>
      <construction_stage id="" time="">{0,unbounded}</construction_stage>
    </construction_stages>
Source |
    <xs:element name="construction_stages" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="construction_stage" type="construction_stage_type" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / construction_stages / construction_stage

Namespace | No namespace
Diagram |
Type | construction_stage_type
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
time | xs:double | optional |
    Čas trvání fáze.
    Time of stage duration.
Source |
    <xs:element name="construction_stage" type="construction_stage_type" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / discontinuities

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | discontinuity* , global_settings{0,1}
Children | discontinuity, global_settings
Instance |
    <discontinuities>
      <discontinuity id="" in_solids="">{0,unbounded}</discontinuity>
      <global_settings factor_for_mesh_crack_from_global_mesh="" size_mesh_crack="">{0,1}</global_settings>
    </discontinuities>
Source |
    <xs:element name="discontinuities" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="discontinuity" type="discontinuity_base" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="global_settings" type="xfem_global_settings" minOccurs="0"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / discontinuities / discontinuity

Namespace | No namespace
Diagram |
Type | discontinuity_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | expand_discontinuity{0,1}
Children | expand_discontinuity
Instance |
    <discontinuity id="" in_solids="">
      <expand_discontinuity maximal_principal_stress="" possible_expand_crack_in_solids="">{0,1}</expand_discontinuity>
    </discontinuity>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:element name="discontinuity" type="discontinuity_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / discontinuities / global_settings

Namespace | No namespace
Diagram |
Type | xfem_global_settings
Properties |
content | complex
minOccurs | 0
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor_for_mesh_crack_from_global_mesh | xs:double | optional |
size_mesh_crack | xs:double | optional |
Source |
    <xs:element name="global_settings" type="xfem_global_settings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / mesh_settings

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | global_settings , refinement_settings , independent_mesh_settings{0,1}
Children | global_settings, independent_mesh_settings, refinement_settings
Instance |
    <mesh_settings>
      <global_settings connect_nodes_on_free_members="" divide_lines_with_nodes_lying_on_them="" error_for_surfaces_without_elements="" finish_surface_mesh_even_solid_mesh_generation_failed="" generate_elastic_mesh="" generate_same_squares_where_possible="" generate_simple_mesh="" maximal_node_and_line_integration_distance="" maximal_out_of_plane_inclination_of_quadrangle_element="" maximal_ratio_of_finite_element_rectangle_diagonals="" required_average_lenght_of_finite_elements="" required_average_length_of_finite_elements="" shape_of_finite_elements="" solid_mesh_generator="" solid_preventive_refinement_maximal_elements_count="">{1,1}</global_settings>
      <refinement_settings excluded_nodes="">{1,1}</refinement_settings>
      <independent_mesh_settings>{0,1}</independent_mesh_settings>
    </mesh_settings>
Source |
    <xs:element name="mesh_settings" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="global_settings" type="mesh_global_settings"/>
          <xs:element name="refinement_settings" type="mesh_refinement_settings"/>
          <xs:element name="independent_mesh_settings" type="mesh_independent_connection_settings" minOccurs="0"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / mesh_settings / global_settings

Namespace | No namespace
Diagram |
Type | mesh_global_settings
Properties |
content | complex
Model | free_member_division_settings{0,1} , maximal_finite_element_limits{0,1}
Children | free_member_division_settings, maximal_finite_element_limits
Instance |
    <global_settings connect_nodes_on_free_members="" divide_lines_with_nodes_lying_on_them="" error_for_surfaces_without_elements="" finish_surface_mesh_even_solid_mesh_generation_failed="" generate_elastic_mesh="" generate_same_squares_where_possible="" generate_simple_mesh="" maximal_node_and_line_integration_distance="" maximal_out_of_plane_inclination_of_quadrangle_element="" maximal_ratio_of_finite_element_rectangle_diagonals="" required_average_lenght_of_finite_elements="" required_average_length_of_finite_elements="" shape_of_finite_elements="" solid_mesh_generator="" solid_preventive_refinement_maximal_elements_count="">
      <free_member_division_settings average_lenght_of_finite_elements="" finite_element_length_on_curved_member="" finite_elements_count="" max_finite_element_length="" min_finite_element_length="">{0,1}</free_member_division_settings>
      <maximal_finite_element_limits member_elements="" mesh_nodes="" solid_elements="" surface_elements="">{0,1}</maximal_finite_element_limits>
    </global_settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connect_nodes_on_free_members | xs:boolean | optional |
divide_lines_with_nodes_lying_on_them | xs:boolean | optional |
error_for_surfaces_without_elements | xs:boolean | optional |
    Default = false. Parametr sloužící k hlášení chyby při generování sítě (id. 63), při vymizení všech konečných prvků na ploše.
    Default = false. Parameter used to report an error during mesh generation (id. 63), when all finite elements on the surface disappear.
finish_surface_mesh_even_solid_mesh_generation_failed | xs:boolean | optional |
generate_elastic_mesh | xs:boolean | optional |
generate_same_squares_where_possible | xs:boolean | optional |
generate_simple_mesh | xs:boolean | optional |
maximal_node_and_line_integration_distance | xs:double | optional |
maximal_out_of_plane_inclination_of_quadrangle_element | xs:double | optional |
maximal_ratio_of_finite_element_rectangle_diagonals | xs:double | optional |
required_average_lenght_of_finite_elements | xs:double | optional |
required_average_length_of_finite_elements | xs:double | required |
shape_of_finite_elements | shape_of_finite_elements_type | optional |
solid_mesh_generator | solid_mesh_generator_type | optional |
solid_preventive_refinement_maximal_elements_count | xs:unsignedInt | optional |
Source |
    <xs:element name="global_settings" type="mesh_global_settings"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / mesh_settings / refinement_settings

Namespace | No namespace
Diagram |
Type | mesh_refinement_settings
Properties |
content | complex
Model | nodal_mesh_refinement* , line_mesh_refinement* , radial_mesh_refinement* , member_mesh_refinement* , surface_mesh_refinement* , surface_mesh_refinement_triangle{0,1} , solid_mesh_refinement* , surface_reverse_local_axis{0,1} , prefer_mapped_mesh{0,1} , prefer_mapped_mesh_on_member{0,1} , solid_layered_mesh* , auto_mesh_refinement{0,1}
Children | auto_mesh_refinement, line_mesh_refinement, member_mesh_refinement, nodal_mesh_refinement, prefer_mapped_mesh, prefer_mapped_mesh_on_member, radial_mesh_refinement, solid_layered_mesh, solid_mesh_refinement, surface_mesh_refinement, surface_mesh_refinement_triangle, surface_reverse_local_axis
Instance |
    <refinement_settings excluded_nodes="">
      <nodal_mesh_refinement nodes="">{0,unbounded}</nodal_mesh_refinement>
      <line_mesh_refinement layers_count="" lines="">{0,unbounded}</line_mesh_refinement>
      <radial_mesh_refinement lines="">{0,unbounded}</radial_mesh_refinement>
      <member_mesh_refinement distances="" members="" node_id="" type="">{0,unbounded}</member_mesh_refinement>
      <surface_mesh_refinement average_finite_element_length="" surfaces="">{0,unbounded}</surface_mesh_refinement>
      <surface_mesh_refinement_triangle on_surfaces="">{0,1}</surface_mesh_refinement_triangle>
      <solid_mesh_refinement average_finite_element_length="" solids="">{0,unbounded}</solid_mesh_refinement>
      <surface_reverse_local_axis surfaces="">{0,1}</surface_reverse_local_axis>
      <prefer_mapped_mesh all_surfaces="" surfaces="">{0,1}</prefer_mapped_mesh>
      <prefer_mapped_mesh_on_member all_members="" members="">{0,1}</prefer_mapped_mesh_on_member>
      <solid_layered_mesh according_mesh_settings="" definition_surface="" finite_element_layers_count="" solid="">{0,unbounded}</solid_layered_mesh>
      <auto_mesh_refinement analysis="" max_iter="" min_elements_length="" target_error="">{0,1}</auto_mesh_refinement>
    </refinement_settings>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
excluded_nodes | references | optional |
    Vyřadí uzly ze sítě.
    Nodes are excluded from mesh.
Source |
    <xs:element name="refinement_settings" type="mesh_refinement_settings"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / mesh_settings / independent_mesh_settings

Namespace | No namespace
Diagram |
Type | mesh_independent_connection_settings
Properties |
content | complex
minOccurs | 0
Model | mesh_technology , refinement{0,1}
Children | mesh_technology, refinement
Instance |
    <independent_mesh_settings>
      <mesh_technology>{1,1}</mesh_technology>
      <refinement>{0,1}</refinement>
    </independent_mesh_settings>
Source |
    <xs:element name="independent_mesh_settings" type="mesh_independent_connection_settings" minOccurs="0"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / member_result_cuts

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | member+
Children | member
Instance |
    <member_result_cuts create_cuts_on_deactivated_members="">
      <member id="" regular_division="" single_cuts_I="" single_cuts_II="" single_cuts_III="" single_cuts_IV="">{1,unbounded}</member>
    </member_result_cuts>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
create_cuts_on_deactivated_members | xs:boolean | optional |
    Vygeneruje předepsané řezy i na vypnutých membrech.
    Creates result cuts also on deactivated members.
Source |
    <xs:element name="member_result_cuts" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="member" maxOccurs="unbounded">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Flagy: 0-regularní dělení, 1-řez I, 2-řez II, 3-řez III, 4-řez IV, 5-veškeré zatížení, 6-dělení sítě, 7-osamělé zatížení, 8-imperfekce, 9-dvojitý řez.</xs:documentation>
              <xs:documentation xml:lang="en">Flags: 0-regular_division, 1-single_cuts I, 2-single_cuts II, 3-single_cuts III, 4-single_cuts IV, 5-all load, 6-FE mesh, 7-concentrated load, 8-imperfection, 9-double_cuts.</xs:documentation>
            </xs:annotation>
            <xs:complexType>
              <xs:attribute name="id" type="id" use="required"/>
              <xs:attribute name="regular_division" type="xs:double"/>
              <xs:attribute name="single_cuts_I" type="array_of_double"/>
              <xs:attribute name="single_cuts_II" type="array_of_double"/>
              <xs:attribute name="single_cuts_III" type="array_of_double"/>
              <xs:attribute name="single_cuts_IV" type="array_of_double"/>
            </xs:complexType>
          </xs:element>
        </xs:sequence>
        <xs:attribute name="create_cuts_on_deactivated_members" type="xs:boolean">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Vygeneruje předepsané řezy i na vypnutých membrech.</xs:documentation>
            <xs:documentation xml:lang="en">Creates result cuts also on deactivated members.</xs:documentation>
          </xs:annotation>
        </xs:attribute>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / member_result_cuts / member

Namespace | No namespace
Annotations |
    Flagy: 0-regularní dělení, 1-řez I, 2-řez II, 3-řez III, 4-řez IV, 5-veškeré zatížení, 6-dělení sítě, 7-osamělé zatížení, 8-imperfekce, 9-dvojitý řez.
    Flags: 0-regular_division, 1-single_cuts I, 2-single_cuts II, 3-single_cuts III, 4-single_cuts IV, 5-all load, 6-FE mesh, 7-concentrated load, 8-imperfection, 9-double_cuts.
Diagram |
Properties |
content | complex
maxOccurs | unbounded
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
regular_division | xs:double | optional |
single_cuts_I | array_of_double | optional |
single_cuts_II | array_of_double | optional |
single_cuts_III | array_of_double | optional |
single_cuts_IV | array_of_double | optional |
Source |
    <xs:element name="member" maxOccurs="unbounded">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Flagy: 0-regularní dělení, 1-řez I, 2-řez II, 3-řez III, 4-řez IV, 5-veškeré zatížení, 6-dělení sítě, 7-osamělé zatížení, 8-imperfekce, 9-dvojitý řez.</xs:documentation>
        <xs:documentation xml:lang="en">Flags: 0-regular_division, 1-single_cuts I, 2-single_cuts II, 3-single_cuts III, 4-single_cuts IV, 5-all load, 6-FE mesh, 7-concentrated load, 8-imperfection, 9-double_cuts.</xs:documentation>
      </xs:annotation>
      <xs:complexType>
        <xs:attribute name="id" type="id" use="required"/>
        <xs:attribute name="regular_division" type="xs:double"/>
        <xs:attribute name="single_cuts_I" type="array_of_double"/>
        <xs:attribute name="single_cuts_II" type="array_of_double"/>
        <xs:attribute name="single_cuts_III" type="array_of_double"/>
        <xs:attribute name="single_cuts_IV" type="array_of_double"/>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | load_case* , load_combination* , imperfection_case* , response_spectrum_diagram* , time_diagram* , accelerogram* , footfall_diagram* , moving_load_set* , moving_load*
Children | accelerogram, footfall_diagram, imperfection_case, load_case, load_combination, moving_load, moving_load_set, response_spectrum_diagram, time_diagram
Instance |
    <loading>
      <load_case id="" note="">{0,unbounded}</load_case>
      <load_combination id="">{0,unbounded}</load_combination>
      <imperfection_case id="">{0,unbounded}</imperfection_case>
      <response_spectrum_diagram diagram_end="" diagram_start="" id="" interpolation="" type="">{0,unbounded}</response_spectrum_diagram>
      <time_diagram id="">{0,unbounded}</time_diagram>
      <accelerogram id="">{0,unbounded}</accelerogram>
      <footfall_diagram id="">{0,unbounded}</footfall_diagram>
      <moving_load_set id="" note="">{0,unbounded}</moving_load_set>
      <moving_load id="" load_on_target="" note="" surfaces_for_2d_load="">{0,unbounded}</moving_load>
    </loading>
Source |
    <xs:element name="loading" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="load_case" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="load_combination" type="load_combination" minOccurs="0" maxOccurs="unbounded"/>
          <!--<xs:element name="imperfection_case" type="imperfection_case" minOccurs="0" maxOccurs="unbounded"/>-->
          <xs:element name="imperfection_case" type="imperfection_case_base" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="response_spectrum_diagram" type="response_spectrum_diagram" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="time_diagram" type="function_for_reference" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="accelerogram" type="accelerogram" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="footfall_diagram" type="footfall_diagrams" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="moving_load_set" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="moving_load" type="moving_load" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / load_case

Namespace | No namespace
Diagram |
Type | load_case
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | own_load* , nodal_load* , line_load* , member_load* , surface_load* , free_load* , solid_load*
Children | free_load, line_load, member_load, nodal_load, own_load, solid_load, surface_load
Instance |
    <load_case id="" note="">
      <own_load a_x="" a_y="" a_z="" id="">{0,unbounded}</own_load>
      <nodal_load id="" nodes="" note="">{0,unbounded}</nodal_load>
      <line_load id="" lines="" note="">{0,unbounded}</line_load>
      <member_load id="" note="">{0,unbounded}</member_load>
      <surface_load id="" note="">{0,unbounded}</surface_load>
      <free_load id="" note="" surfaces="">{0,unbounded}</free_load>
      <solid_load id="" note="">{0,unbounded}</solid_load>
    </load_case>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="load_case" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / load_combination

Namespace | No namespace
Diagram |
Type | load_combination
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | load_case+
Children | load_case
Instance |
    <load_combination id="">
      <load_case diagram="" multiplier="" ref="" time_slip="">{1,unbounded}</load_case>
    </load_combination>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="load_combination" type="load_combination" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / imperfection_case

Namespace | No namespace
Diagram |
Type | imperfection_case_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model |
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="imperfection_case" type="imperfection_case_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / response_spectrum_diagram

Namespace | No namespace
Diagram |
Type | response_spectrum_diagram
Type hierarchy | diagram_xy_base diagram_xy response_spectrum_diagram
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node+
Children | node
Instance |
    <response_spectrum_diagram diagram_end="" diagram_start="" id="" interpolation="" type="">
      <node x="" y="">{1,unbounded}</node>
    </response_spectrum_diagram>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
id | id | required |
interpolation | diagram_interpolation_type | optional |
    Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!
    Interpolation type. Default = LINEAR.
type | response_spectrum_diagram_type | required |
Source |
    <xs:element name="response_spectrum_diagram" type="response_spectrum_diagram" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / time_diagram

Namespace | No namespace
Diagram |
Type | function_for_reference
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | item
Children | item
Instance |
    <time_diagram id="">
      <item>{1,1}</item>
    </time_diagram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="time_diagram" type="function_for_reference" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / accelerogram

Namespace | No namespace
Diagram |
Type | accelerogram
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | node{2,unbounded}
Children | node
Instance |
    <accelerogram id="">
      <node ax="" ay="" az="" t="">{2,unbounded}</node>
    </accelerogram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="accelerogram" type="accelerogram" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / footfall_diagram

Namespace | No namespace
Diagram |
Type | footfall_diagrams
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | harmonic_loads , weighting_factors_xy{0,1} , weighting_factors_z{0,1} , response_reduction{0,1}
Children | harmonic_loads, response_reduction, weighting_factors_xy, weighting_factors_z
Instance |
    <footfall_diagram id="">
      <harmonic_loads id="" t_a="" type="">{1,1}</harmonic_loads>
      <weighting_factors_xy diagram_end="" diagram_start="" id="" interpolation="" type="">{0,1}</weighting_factors_xy>
      <weighting_factors_z diagram_end="" diagram_start="" id="" interpolation="" type="">{0,1}</weighting_factors_z>
      <response_reduction diagram_end="" diagram_start="" id="" interpolation="" type="">{0,1}</response_reduction>
    </footfall_diagram>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="footfall_diagram" type="footfall_diagrams" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / moving_load_set

Namespace | No namespace
Diagram |
Type | load_case
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | own_load* , nodal_load* , line_load* , member_load* , surface_load* , free_load* , solid_load*
Children | free_load, line_load, member_load, nodal_load, own_load, solid_load, surface_load
Instance |
    <moving_load_set id="" note="">
      <own_load a_x="" a_y="" a_z="" id="">{0,unbounded}</own_load>
      <nodal_load id="" nodes="" note="">{0,unbounded}</nodal_load>
      <line_load id="" lines="" note="">{0,unbounded}</line_load>
      <member_load id="" note="">{0,unbounded}</member_load>
      <surface_load id="" note="">{0,unbounded}</surface_load>
      <free_load id="" note="" surfaces="">{0,unbounded}</free_load>
      <solid_load id="" note="">{0,unbounded}</solid_load>
    </moving_load_set>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:element name="moving_load_set" type="load_case" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / loading / moving_load

Namespace | No namespace
Diagram |
Type | moving_load
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | sequence+
Children | sequence
Instance |
    <moving_load id="" load_on_target="" note="" surfaces_for_2d_load="">
      <sequence group="" multiplier="" note="">{1,unbounded}</sequence>
    </moving_load>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
load_on_target | moving_load_on_target_type | required |
note | xs:string | optional |
surfaces_for_2d_load | references | optional |
    Jedná se o pohyblivé zatížení na 2d plochy, nelze kombinovat se zatížením na 1d.
    Indication of mobile load on 2d surfaces, cannot be combined with load on 1d.
Source |
    <xs:element name="moving_load" type="moving_load" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | static_analysis_settings{0,1} , stability_analysis_settings{0,1} , modal_analysis_settings{0,1} , spectral_analysis_settings{0,1} , time_analysis_settings{0,1} , harmonic_analysis_settings{0,1} , pushover_analysis_settings{0,1}
Children | harmonic_analysis_settings, modal_analysis_settings, pushover_analysis_settings, spectral_analysis_settings, stability_analysis_settings, static_analysis_settings, time_analysis_settings
Instance |
    <analysis_settings>
      <static_analysis_settings>{0,1}</static_analysis_settings>
      <stability_analysis_settings>{0,1}</stability_analysis_settings>
      <modal_analysis_settings>{0,1}</modal_analysis_settings>
      <spectral_analysis_settings>{0,1}</spectral_analysis_settings>
      <time_analysis_settings>{0,1}</time_analysis_settings>
      <harmonic_analysis_settings>{0,1}</harmonic_analysis_settings>
      <pushover_analysis_settings>{0,1}</pushover_analysis_settings>
    </analysis_settings>
Source |
    <xs:element name="analysis_settings" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="static_analysis_settings" type="static_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="stability_analysis_settings" type="stability_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="modal_analysis_settings" type="modal_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="spectral_analysis_settings" type="spectral_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="time_analysis_settings" type="time_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="harmonic_analysis_settings" type="harmonic_analysis_settings" minOccurs="0" maxOccurs="1"/>
          <xs:element name="pushover_analysis_settings" type="pushover_analysis_settings" minOccurs="0" maxOccurs="1"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / static_analysis_settings

Namespace | No namespace
Diagram |
Type | static_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <static_analysis_settings>
      <settings analysis_type="" calculate_instabil_structure="" consider_favourable_effect_due_to_tension="" divide_results_by_multiplier_factor="" dxf_coef="" force_finding="" id="" increments="" iterations="" limit_ncpu="" loading_multiplier_factor="" members_code="" minimum_initial_strain_for_cable_membrane="" nonlinear_system_method="" note="" plate_bending_theory="" save_results_of_all_load_increments="" solver_of_equations="" time_increments="" write_results_for_singular_system="">{1,unbounded}</settings>
    </static_analysis_settings>
Source |
    <xs:element name="static_analysis_settings" type="static_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / stability_analysis_settings

Namespace | No namespace
Diagram |
Type | stability_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <stability_analysis_settings>
      <settings id="" limit_ncpu="" note="">{1,unbounded}</settings>
    </stability_analysis_settings>
Source |
    <xs:element name="stability_analysis_settings" type="stability_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / modal_analysis_settings

Namespace | No namespace
Diagram |
Type | modal_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <modal_analysis_settings>
      <settings eigenvectors_beyond_frequency="" id="" limit_ncpu="" loads_to_mass_conversion="" mass_lumping="" mass_matrix="" method="" minimum_initial_strain_for_cable_membrane="" note="" plate_bending_theory="">{1,unbounded}</settings>
    </modal_analysis_settings>
Source |
    <xs:element name="modal_analysis_settings" type="modal_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / spectral_analysis_settings

Namespace | No namespace
Diagram |
Type | spectral_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <spectral_analysis_settings>
      <settings id="" limit_ncpu="" note="" overturning_reference_level_Z="" use_equivalent_linear_combination="">{1,unbounded}</settings>
    </spectral_analysis_settings>
Source |
    <xs:element name="spectral_analysis_settings" type="spectral_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / time_analysis_settings

Namespace | No namespace
Diagram |
Type | time_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <time_analysis_settings>
      <settings id="" limit_ncpu="" note="">{1,unbounded}</settings>
    </time_analysis_settings>
Source |
    <xs:element name="time_analysis_settings" type="time_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / harmonic_analysis_settings

Namespace | No namespace
Diagram |
Type | harmonic_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <harmonic_analysis_settings>
      <settings id="" limit_ncpu="" note="">{1,unbounded}</settings>
    </harmonic_analysis_settings>
Source |
    <xs:element name="harmonic_analysis_settings" type="harmonic_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analysis_settings / pushover_analysis_settings

Namespace | No namespace
Diagram |
Type | pushover_analysis_settings
Properties |
content | complex
minOccurs | 0
maxOccurs | 1
Model | settings+
Children | settings
Instance |
    <pushover_analysis_settings>
      <settings epsylon_dm_dt="" id="" initial_load_factor="" limit_ncpu="" load_factor_increment="" max_increments="" note="" save_results_of_all_load_increments="" setting_by_reference_to_static_analysis_settings="">{1,unbounded}</settings>
    </pushover_analysis_settings>
Source |
    <xs:element name="pushover_analysis_settings" type="pushover_analysis_settings" minOccurs="0" maxOccurs="1"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analyses

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | analysis*
Children | analysis
Instance |
    <analyses>
      <analysis construction_stage="" cutting_patterns="" finite_element_data_block="" id="" note="" settings="" structure_modification="" tag="">{0,unbounded}</analysis>
    </analyses>
Source |
    <xs:element name="analyses" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="analysis" type="analysis_base" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / analyses / analysis

Namespace | No namespace
Diagram |
Type | analysis_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | geotechnic_settings{0,1}
Children | geotechnic_settings
Instance |
    <analysis construction_stage="" cutting_patterns="" finite_element_data_block="" id="" note="" settings="" structure_modification="" tag="">
      <geotechnic_settings massive="">{0,1}</geotechnic_settings>
    </analysis>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:element name="analysis" type="analysis_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / cutting_patterns

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | cutting_patterns_group*
Children | cutting_patterns_group
Instance |
    <cutting_patterns>
      <cutting_patterns_group analysis="" guid="" id="">{0,unbounded}</cutting_patterns_group>
    </cutting_patterns>
Source |
    <xs:element name="cutting_patterns" minOccurs="0" maxOccurs="unbounded">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="cutting_patterns_group" type="cutting_patterns_group_base" minOccurs="0" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / cutting_patterns / cutting_patterns_group

Namespace | No namespace
Diagram |
Type | cutting_patterns_group_base
Properties |
content | complex
minOccurs | 0
maxOccurs | unbounded
Model | cutting_pattern*
Children | cutting_pattern
Instance |
    <cutting_patterns_group analysis="" guid="" id="">
      <cutting_pattern analysis="" id="">{0,unbounded}</cutting_pattern>
    </cutting_patterns_group>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
guid | xs:string | required |
id | id | required |
Source |
    <xs:element name="cutting_patterns_group" type="cutting_patterns_group_base" minOccurs="0" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / finite_element_data_blocks

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | finite_element_data_block+
Children | finite_element_data_block
Instance |
    <finite_element_data_blocks>
      <finite_element_data_block id="">{1,unbounded}</finite_element_data_block>
    </finite_element_data_blocks>
Source |
    <xs:element name="finite_element_data_blocks" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="finite_element_data_block" type="finite_element_data_block" minOccurs="1" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / finite_element_data_blocks / finite_element_data_block

Namespace | No namespace
Diagram |
Type | finite_element_data_block
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | elements_1d{0,1} , elements_2d{0,1} , elements_3d{0,1}
Children | elements_1d, elements_2d, elements_3d
Instance |
    <finite_element_data_block id="">
      <elements_1d>{0,1}</elements_1d>
      <elements_2d>{0,1}</elements_2d>
      <elements_3d>{0,1}</elements_3d>
    </finite_element_data_block>
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:element name="finite_element_data_block" type="finite_element_data_block" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / min_curvature_surfaces

Namespace | No namespace
Diagram |
Properties |
content | complex
minOccurs | 0
Model | surface+
Children | surface
Instance |
    <min_curvature_surfaces>
      <surface id="" mesh_size="">{1,unbounded}</surface>
    </min_curvature_surfaces>
Source |
    <xs:element name="min_curvature_surfaces" minOccurs="0">
      <xs:complexType>
        <xs:sequence>
          <xs:element name="surface" type="min_curvature_surface" minOccurs="1" maxOccurs="unbounded"/>
        </xs:sequence>
      </xs:complexType>
    </xs:element>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Element solver_input / min_curvature_surfaces / surface

Namespace | No namespace
Diagram |
Type | min_curvature_surface
Properties |
content | complex
minOccurs | 1
maxOccurs | unbounded
Model | nodes+ , lines{0,1} , openings{0,1} , surfaces , values
Children | lines, nodes, openings, surfaces, values
Instance |
    <surface id="" mesh_size="">
      <nodes>{1,unbounded}</nodes>
      <lines>{0,1}</lines>
      <openings>{0,1}</openings>
      <surfaces>{1,1}</surfaces>
      <values control_intersections="">{1,1}</values>
    </surface>
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
mesh_size | xs:double | optional |
    Velikost sítě pro generování ploch minimální křivosti. Default = 1.
Source |
    <xs:element name="surface" type="min_curvature_surface" minOccurs="1" maxOccurs="unbounded"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type id

Namespace | No namespace
Diagram |
Type | restriction of xs:unsignedInt
Facets |
minInclusive | 1 |
Used by |
Attributes | accelerogram/@id, analysis_base/@id, analysis_setting_base/@id, connection_base/@id, construction_stage_type/@id, contact_solid_types_base/@id, cutting_pattern_base/@analysis, cutting_pattern_base/@id, cutting_patterns_group_base/@analysis, cutting_patterns_group_base/@id, discontinuity_base/@id, finite_element_data_block/@id, finite_element_data_block_element_base/@id, footfall_diagrams/@id, footfall_harmonic_load_type/@id, free_load_base/@id, function_for_reference/@id, geological_region/@id, geotechnical_model_base/@id, hanging_nodes_base/@id, imperfection_case_base/@id, improved_reduced_system_base/@id, initial_strain_base/@id, k_contact/@id, line_base/@id, line_connection_base/@id, line_hinge_base/@id, line_load_base/@id, line_release_type/@id, line_support_base/@id, load_case/@id, load_combination/@id, masses_set/@id, material_base/@id, material_initial_strain_base/@id, material_visco_base/@id, member_base/@id, member_eccentricity_base/@id, member_hinge_type/@id, member_load_base_all/@id, member_nonlinearity_base/@id, member_section_base/@id, member_subsoil_type/@id, min_curvature_surface/@id, moving_load/@id, nodal_constraint_base/@id, nodal_load_base/@id, nodal_support_base/@id, node_base/@id, node_xy/@id, node_yz/@id, opening_base/@id, own_load_base/@id, part_eccentricity/@id, part_section/@id, physical_object_base/@id, point_xy/@id, point_xz/@id, point_yz/@id, quaternion_type/@id, radial_connection_base/@id, reduction_for_modal_analysis_base/@id, releases_base/@id, response_spectrum_diagram/@id, rotation_matrix_type/@id, soil_layer/@id, soil_sample/@id, solid_base/@id, solid_gas_parameter/@id, solid_load_base_all/@id, solver_input/member_result_cuts/member/@id, static_condensation_base/@id, structure_modification_type/@id, surface_base/@id, surface_contact/@id, surface_form_finding_base/@id, surface_load_base_all/@id, surface_release_type/@id, surface_section_base/@id, surface_section_laminated_layer/@id, surface_subsoil_type/@id, surface_support_type/@id, task_base/@id, warping_support_type/@id
Source |
    <xs:simpleType name="id">
      <xs:restriction base="xs:unsignedInt">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo tagu.</xs:documentation>
          <xs:documentation xml:lang="en">Tag number.</xs:documentation>
        </xs:annotation>
        <xs:minInclusive value="1"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type integer_positive

Namespace | No namespace
Annotations |
    Positivní integer (1;+2147483647).
    Positive integer value (1;+2147483647).
Diagram |
Type | restriction of xs:int
Facets |
minExclusive | 0 |
Used by |
Attributes | analysis_setting_base/@limit_ncpu, moving_load_distance_variable/@count, moving_load_sequence/@group, newmark_nonlinear/@iterations, pile_type/@angles_count, radial_conenction/@node, radial_conenction/@surface, radial_mesh/@surface, soilin_model_calculate/@maximum_number_iteration, solver_input/settings/@number_of_cores, solver_input/settings/@version, static_analysis_attribute_group/@increments, static_analysis_attribute_group/@iterations, static_analysis_attribute_group/@time_increments, surface_nurbs_independent_geometry_definition/@degree_u, surface_nurbs_independent_geometry_definition/@degree_v, surface_nurbs_independent_geometry_definition/@matrix_columns, surface_nurbs_independent_geometry_definition/@matrix_rows, surface_section_base/@number_of_integration_points, surface_section_laminated_layer/@number_of_integration_points, surface_set/@number_of_integration_points, time_dependent_analysis_setting_function/@time_increments, time_dependent_analysis_setting_linear/@time_increments, time_dependent_analysis_setting_logarithmic/@time_increments
Source |
    <xs:simpleType name="integer_positive">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Positivní integer (1;+2147483647).</xs:documentation>
        <xs:documentation xml:lang="en">Positive integer value (1;+2147483647).</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:int">
        <xs:minExclusive value="0"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type integer_percentage

Namespace | No namespace
Annotations |
    Integer (0;100).
    Integer value (0;100).
Diagram |
Type | restriction of xs:int
Facets |
maxInclusive | 100 |
minInclusive | 0 |
Used by |
Attribute | member_subsoil_type/@reduction_of_winkler_rotation
Source |
    <xs:simpleType name="integer_percentage">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Integer (0;100).</xs:documentation>
        <xs:documentation xml:lang="en">Integer value (0;100).</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:int">
        <xs:minInclusive value="0"/>
        <xs:maxInclusive value="100"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type double_positive

Namespace | No namespace
Annotations |
    Double hodnota (0;+infinity).
    Double value (0;+infinity).
Diagram |
Type | restriction of xs:double
Facets |
minExclusive | 0 |
Used by |
Attributes | assign_reduced_stiffness_to_failing_members/@reduction_factor_of_stiffness, criterion_type/@mean_compression, explicit_nonlinear/@rayleigh_damping_alpha, explicit_nonlinear/@timestep_ratio, finite_element_data_1d_center/@d11, finite_element_data_1d_center/@d22, finite_element_data_1d_center/@d33, finite_element_data_1d_center/@d44, finite_element_data_1d_center/@d55, finite_element_data_1d_center/@d66, finite_element_data_2d_center/@d11, finite_element_data_2d_center/@d22, finite_element_data_2d_center/@d33, finite_element_data_2d_center/@d44, finite_element_data_2d_center/@d55, finite_element_data_2d_center/@d66, finite_element_data_2d_center/@d77, finite_element_data_2d_center/@d88, finite_element_data_3d_center/@d11, finite_element_data_3d_center/@d22, finite_element_data_3d_center/@d33, finite_element_data_3d_center/@d44, finite_element_data_3d_center/@d55, finite_element_data_3d_center/@d66, independent_mesh_spherical_region_attribute_group/@approx_region_radius, k_contact_entity/@material_density_per_dimension, material_base/@dentisy, material_base/@diffusion_coefficient, material_base/@heat_capacity, material_base/@permeability_coefficient, material_base/@thermal_conductivity, material_developer/@elasticity_modulus, material_developer/@shear_modulus, material_isotropic_base/@elasticity_modulus, material_isotropic_base/@shear_modulus, material_isotropic_nonlinear_elastic_masonry_surface/@hardening_modulus, material_isotropic_nonlinear_elastic_masonry_surface/@ultimate_tensile_strength_x, material_isotropic_nonlinear_elastic_masonry_surface/@ultimate_tensile_strength_y, material_isotropic_plastic_geotechnics_hoek_brown/@dilatancy_a_g_parameter, material_isotropic_plastic_geotechnics_hoek_brown/@strength_a_parameter, material_isotropic_plastic_geotechnics_hoek_brown/@ultimate_compressive_strength_intact_rock, material_orthotropic_damage_sandhaas/@shear_fracture_energy_xy, material_orthotropic_damage_sandhaas/@shear_fracture_energy_xz, material_orthotropic_damage_sandhaas/@shear_fracture_energy_yz, material_orthotropic_damage_sandhaas/@shear_modulus_xy, material_orthotropic_damage_sandhaas/@shear_modulus_xz, material_orthotropic_damage_sandhaas/@shear_modulus_yz, material_orthotropic_damage_sandhaas/@tensile_fracture_energy_x, material_orthotropic_damage_sandhaas/@tensile_fracture_energy_y, material_orthotropic_damage_sandhaas/@tensile_fracture_energy_z, material_orthotropic_damage_sandhaas/@ultimate_compressive_strength_x, material_orthotropic_damage_sandhaas/@ultimate_compressive_strength_y, material_orthotropic_damage_sandhaas/@ultimate_compressive_strength_z, material_orthotropic_damage_sandhaas/@ultimate_shear_strength_xy, material_orthotropic_damage_sandhaas/@ultimate_shear_strength_xz, material_orthotropic_damage_sandhaas/@ultimate_shear_strength_yz, material_orthotropic_damage_sandhaas/@ultimate_tensile_strength_x, material_orthotropic_damage_sandhaas/@ultimate_tensile_strength_y, material_orthotropic_damage_sandhaas/@ultimate_tensile_strength_z, material_orthotropic_linear_elastic_layer/@shear_modulus_xy, material_orthotropic_linear_elastic_layer/@shear_modulus_xz, material_orthotropic_linear_elastic_layer/@shear_modulus_yz, material_orthotropic_linear_elastic_stiffness_matrix_layer/@shear_modulus_xz, material_orthotropic_linear_elastic_stiffness_matrix_layer/@shear_modulus_yz, material_orthotropic_membrane_nonlinear_elastic_surface/@RVE_length_height_ratio, material_orthotropic_membrane_nonlinear_elastic_surface/@elasticity_modulus_x, material_orthotropic_membrane_nonlinear_elastic_surface/@elasticity_modulus_y, material_orthotropic_membrane_nonlinear_elastic_surface/@shear_modulus_xy, material_orthotropic_plastic_rankine_hill_surface/@elasticity_modulus_x, material_orthotropic_plastic_rankine_hill_surface/@elasticity_modulus_y, material_orthotropic_plastic_rankine_hill_surface/@shear_modulus_xy, material_orthotropic_plastic_rankine_hill_surface/@shear_modulus_xz, material_orthotropic_plastic_rankine_hill_surface/@shear_modulus_yz, material_orthotropic_plastic_tsai_wu_solid/@elasticity_modulus_x, material_orthotropic_plastic_tsai_wu_solid/@elasticity_modulus_y, material_orthotropic_plastic_tsai_wu_solid/@elasticity_modulus_z, material_orthotropic_plastic_tsai_wu_solid/@shear_modulus_xy, material_orthotropic_plastic_tsai_wu_solid/@shear_modulus_xz, material_orthotropic_plastic_tsai_wu_solid/@shear_modulus_yz, material_orthotropic_plastic_tsai_wu_solid/@ultimate_compressive_strength_x, material_orthotropic_plastic_tsai_wu_solid/@ultimate_compressive_strength_y, material_orthotropic_plastic_tsai_wu_solid/@ultimate_compressive_strength_z, material_orthotropic_plastic_tsai_wu_solid/@ultimate_shear_strength_xy, material_orthotropic_plastic_tsai_wu_solid/@ultimate_shear_strength_xz, material_orthotropic_plastic_tsai_wu_solid/@ultimate_shear_strength_yz, material_orthotropic_plastic_tsai_wu_solid/@ultimate_tensile_strength_x, material_orthotropic_plastic_tsai_wu_solid/@ultimate_tensile_strength_y, material_orthotropic_plastic_tsai_wu_solid/@ultimate_tensile_strength_z, material_orthotropic_plastic_tsai_wu_surface/@elasticity_modulus_x, material_orthotropic_plastic_tsai_wu_surface/@elasticity_modulus_y, material_orthotropic_plastic_tsai_wu_surface/@shear_modulus_xy, material_orthotropic_plastic_tsai_wu_surface/@shear_modulus_xz, material_orthotropic_plastic_tsai_wu_surface/@shear_modulus_yz, material_orthotropic_plastic_tsai_wu_surface/@ultimate_compressive_strength_x, material_orthotropic_plastic_tsai_wu_surface/@ultimate_compressive_strength_y, material_orthotropic_plastic_tsai_wu_surface/@ultimate_shear_strength_xy, material_orthotropic_plastic_tsai_wu_surface/@ultimate_tensile_strength_x, material_orthotropic_plastic_tsai_wu_surface/@ultimate_tensile_strength_y, material_orthotropic_plastic_weld_surface/@elasticity_modulus_x, material_orthotropic_plastic_weld_surface/@parameter_x, material_orthotropic_plastic_weld_surface/@parameter_xy, material_orthotropic_plastic_weld_surface/@parameter_xz, material_orthotropic_plastic_weld_surface/@shear_modulus_xy, material_orthotropic_plastic_weld_surface/@shear_modulus_xz, material_orthotropic_plastic_weld_surface/@yield_strength_equivalent, material_orthotropic_plastic_weld_surface/@yield_strength_x, material_soilin/@elasticity_modulus, material_woven_membrane_microstructure/@cover_elasticity_modulus, material_woven_membrane_microstructure/@cover_thickness, material_woven_membrane_microstructure/@elasticity_modulus_x, material_woven_membrane_microstructure/@elasticity_modulus_y, material_woven_membrane_microstructure/@height_1, material_woven_membrane_microstructure/@height_2, material_woven_membrane_microstructure/@length_x, material_woven_membrane_microstructure/@length_y, material_woven_membrane_microstructure/@shear_modulus_xy, member_imperfection_general_type/@mean_compression, member_nonlinearity_slippage/@u_t, member_nonlinearity_yielding/@n_t, member_section_geometry/@depth_for_temperature_load, member_section_geometry/@width_for_temperature_load, member_section_properties/@area_for_self_weight, member_section_properties/@depth_for_temperature_load, member_section_properties/@width_for_temperature_load, member_stiffness_matrix/@depth_for_temperature_load, member_stiffness_matrix/@width_for_temperature_load, member_stiffness_modification_code_aisc/@reduction_factor, member_stiffness_modification_code_csa/@reduction_factor, member_stiffness_modification_code_gb/@reduction_factor, member_stiffness_modification_partial_factors/@axial_stiffness_factor, member_stiffness_modification_partial_factors/@bending_stiffness_factor_u, member_stiffness_modification_partial_factors/@bending_stiffness_factor_v, member_stiffness_modification_partial_factors/@shear_stiffness_factor_u, member_stiffness_modification_partial_factors/@shear_stiffness_factor_v, member_stiffness_modification_partial_factors/@torsional_stiffness_factor, member_stiffness_modification_partial_factors/@warping_factor, member_stiffness_modification_total_stiffness_factor/@total_stiffness_factor, mesh_independent_connection_settings/refinement/around/line/@distance, mesh_independent_connection_settings/refinement/around/node/@distance, mesh_refinement_settings/auto_mesh_refinement/@min_elements_length, mesh_refinement_settings/auto_mesh_refinement/@target_error, newmark_nonlinear/precision_and_tolerance/@precision_of_convergence_criteria, nodal_support_column_circular/@diameter, nodal_support_column_rectangle/@breadth, nodal_support_column_rectangle/@height, physical_line/@thickness, physical_node/@area, physical_node/@diameter, precision_and_tolerance/@precision_of_convergence_criteria, precision_and_tolerance_modal/@precision_of_convergence_criteria, rankine_hill_parameters_base/@alpha_coefficient, rankine_hill_parameters_base/@gamma_coefficient, rankine_hill_strength/@compressive_fracture_energy_x, rankine_hill_strength/@compressive_fracture_energy_y, rankine_hill_strength/@compressive_plastic_strain_peak, rankine_hill_strength/@tensile_fracture_energy_x, rankine_hill_strength/@tensile_fracture_energy_y, rankine_hill_strength/@ultimate_compressive_strength_x, rankine_hill_strength/@ultimate_compressive_strength_y, rankine_hill_strength/@ultimate_tensile_strength_x, rankine_hill_strength/@ultimate_tensile_strength_y, section_modification_type/@area_shear_u_factor, section_modification_type/@area_shear_v_factor, section_modification_type/@axial_area_factor, section_modification_type/@moment_of_bending_u_factor, section_modification_type/@moment_of_bending_v_factor, section_modification_type/@moment_of_inertia_torsion_factor, setback_type/@end, setback_type/@start, solid_geotechnic_map_mesh/@element_length, solid_stiffness_matrix_type/@d11, solid_stiffness_matrix_type/@d22, solid_stiffness_matrix_type/@d33, solid_stiffness_matrix_type/@d44, solid_stiffness_matrix_type/@d55, solid_stiffness_matrix_type/@d66, surface_load_according_inclination_snow/@characteristic_load_value, surface_load_according_inclination_snow/@specific_weight, surface_load_uniform_ponding/@value, surface_modification_partial_factors/@bending_and_torsional_stiffness_factor, surface_modification_partial_factors/@membrane_stiffness_factor, surface_modification_partial_factors/@shear_stiffness_factor, surface_modification_stiffness_matrix_factors/@k11, surface_modification_stiffness_matrix_factors/@k22, surface_modification_stiffness_matrix_factors/@k33, surface_modification_stiffness_matrix_factors/@k44, surface_modification_stiffness_matrix_factors/@k55, surface_modification_stiffness_matrix_factors/@k66, surface_modification_stiffness_matrix_factors/@k77, surface_modification_stiffness_matrix_factors/@k88, surface_modification_total_stiffness_factor/@total_stiffness_factor, surface_pipe_independent_geometry_definition/@radius, surface_rotated_geometry_definition/@rotation_angle, surface_sag_type/@value_sag, surface_section_laminated_layer/@reinforcement_diameter, surface_section_laminated_layer/@thickness, surface_section_stiffness_matrix/@self_thickness, surface_section_uniform/@thickness, surface_section_variable_circle/@thickness_center, surface_trailed_geometry_definition/@rotation_angle, tension_stiffening_base/@calculational_axial_tensile_strength, tension_stiffening_base/@exponent_tension_stiffening, tension_stiffening_quast/@calculational_crack_strain, tension_stiffening_quast/@exponent_parabola, time_dependent_analysis/@t_end, time_dependent_analysis_setting_logarithmic/@initial_time_step, viscoelastic_parameters/@e_modulus_one, viscoelastic_parameters/@e_modulus_viscosity, viscoelastic_parameters/@eta, viscoelastic_properties/@e_modulus_one
Source |
    <xs:simpleType name="double_positive">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Double hodnota (0;+infinity).</xs:documentation>
        <xs:documentation xml:lang="en">Double value (0;+infinity).</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:double">
        <xs:minExclusive value="0"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type double_negative

Namespace | No namespace
Annotations |
    Double hodnota (-infinity;0).
    Double value (-infinity;0).
Diagram |
Type | restriction of xs:double
Facets |
maxExclusive | 0 |
Used by |
Attributes | member_nonlinearity_slippage/@u_c, member_nonlinearity_yielding/@n_c
Source |
    <xs:simpleType name="double_negative">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Double hodnota (-infinity;0).</xs:documentation>
        <xs:documentation xml:lang="en">Double value (-infinity;0).</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:double">
        <xs:maxExclusive value="0"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type double_non_negative

Namespace | No namespace
Annotations |
    Double hodnota (0;+infinity) včetně.
    Double value (0;+infinity) included.
Diagram |
Type | restriction of xs:double
Facets |
minInclusive | 0 |
Used by |
Attributes | control_point_nurbs/@weight, global_contact_type/@penalty_stiffness, material_developer/@saturated_specific_weight, material_developer/@specific_weight, material_developer/@thermal_expansion_coefficient, material_isotropic_anisotropic_damage_concrete/@reference_element_size, material_isotropic_base/@saturated_specific_weight, material_isotropic_base/@specific_weight, material_isotropic_base/@thermal_expansion_coefficient, material_isotropic_damage_faria/@reference_element_size, material_isotropic_damage_mazars/@reference_element_size, material_isotropic_linear_elastic_stiffness_matrix/@specific_weight, material_isotropic_linear_elastic_stiffness_matrix/@thermal_expansion_coefficient, material_isotropic_nonlinear_elastic_geotechnics_soil/@cohesion, material_isotropic_nonlinear_elastic_geotechnics_soil/@e_oedometric_reference, material_isotropic_nonlinear_elastic_geotechnics_soil/@friction_angle, material_isotropic_nonlinear_elastic_geotechnics_soil/@m_power, material_isotropic_nonlinear_elastic_geotechnics_soil/@pressure_reference, material_isotropic_nonlinear_elastic_geotechnics_soil/@shear_modus_initial_reference, material_isotropic_nonlinear_elastic_geotechnics_soil/@shear_strainthreshold, material_isotropic_nonlinear_elastic_geotechnics_soil/@structural_strength_coefficient, material_isotropic_plastic_geotechnics_hoek_brown/@dilatancy_m_b_g_parameter, material_isotropic_plastic_geotechnics_hoek_brown/@dilatancy_s_g_parameter, material_isotropic_plastic_geotechnics_hoek_brown/@strength_m_b_parameter, material_isotropic_plastic_geotechnics_hoek_brown/@strength_s_parameter, material_isotropic_plastic_geotechnics_modified_hardening_soil/@a_mat, material_isotropic_plastic_geotechnics_modified_hardening_soil/@cohesion, material_isotropic_plastic_geotechnics_modified_hardening_soil/@dilatancy_angle, material_isotropic_plastic_geotechnics_modified_hardening_soil/@e_50_reference, material_isotropic_plastic_geotechnics_modified_hardening_soil/@e_oedometric_reference, material_isotropic_plastic_geotechnics_modified_hardening_soil/@e_unloading_reference, material_isotropic_plastic_geotechnics_modified_hardening_soil/@friction_angle, material_isotropic_plastic_geotechnics_modified_hardening_soil/@m_power, material_isotropic_plastic_geotechnics_modified_hardening_soil/@preoverburden_pressure, material_isotropic_plastic_geotechnics_modified_hardening_soil/@pressure_reference, material_isotropic_plastic_geotechnics_modified_hardening_soil/@shear_modulus_initial_reference, material_isotropic_plastic_geotechnics_modified_hardening_soil/@shear_strain_threshold, material_isotropic_plastic_geotechnics_modified_hardening_soil/@structural_strength_coefficient, material_isotropic_plastic_geotechnics_modified_hardening_soil/@tension_cut_off_strength, material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan/@cohesion, material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan/@dilatancy_angle, material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan/@friction_angle, material_orthotropic_damage_sandhaas/@elasticity_modulus_x, material_orthotropic_damage_sandhaas/@elasticity_modulus_y, material_orthotropic_damage_sandhaas/@elasticity_modulus_z, material_orthotropic_damage_sandhaas/@hardening_modulus_x, material_orthotropic_damage_sandhaas/@hardening_modulus_y, material_orthotropic_damage_sandhaas/@hardening_modulus_z, material_orthotropic_damage_sandhaas/@specific_weight, material_orthotropic_damage_sandhaas/@thermal_expansion_coefficient_x, material_orthotropic_damage_sandhaas/@thermal_expansion_coefficient_y, material_orthotropic_damage_sandhaas/@thermal_expansion_coefficient_z, material_orthotropic_linear_elastic_layer/@elasticity_modulus_x, material_orthotropic_linear_elastic_layer/@elasticity_modulus_y, material_orthotropic_linear_elastic_layer/@specific_weight, material_orthotropic_linear_elastic_layer/@thermal_expansion_coefficient_x, material_orthotropic_linear_elastic_layer/@thermal_expansion_coefficient_y, material_orthotropic_linear_elastic_solid_stiffness_matrix/@specific_weight, material_orthotropic_linear_elastic_solid_stiffness_matrix/@thermal_expansion_coefficient_x, material_orthotropic_linear_elastic_solid_stiffness_matrix/@thermal_expansion_coefficient_y, material_orthotropic_linear_elastic_solid_stiffness_matrix/@thermal_expansion_coefficient_z, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d11, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d12, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d13, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d22, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d23, material_orthotropic_linear_elastic_stiffness_matrix_layer/@d33, material_orthotropic_linear_elastic_stiffness_matrix_layer/@specific_weight, material_orthotropic_linear_elastic_stiffness_matrix_layer/@thermal_expansion_coefficient_x, material_orthotropic_linear_elastic_stiffness_matrix_layer/@thermal_expansion_coefficient_y, material_orthotropic_linear_elastic_surface_stiffness_matrix/@specific_weight, material_orthotropic_linear_elastic_surface_stiffness_matrix/@thermal_expansion_coefficient_x, material_orthotropic_linear_elastic_surface_stiffness_matrix/@thermal_expansion_coefficient_y, material_orthotropic_membrane_nonlinear_elastic_surface/@specific_weight, material_orthotropic_membrane_nonlinear_elastic_surface/@thermal_expansion_coefficient_x, material_orthotropic_membrane_nonlinear_elastic_surface/@thermal_expansion_coefficient_y, material_orthotropic_plastic_rankine_hill_surface/@specific_weight, material_orthotropic_plastic_rankine_hill_surface/@thermal_expansion_coefficient_x, material_orthotropic_plastic_rankine_hill_surface/@thermal_expansion_coefficient_y, material_orthotropic_plastic_tsai_wu_solid/@hardening_modulus_x, material_orthotropic_plastic_tsai_wu_solid/@hardening_modulus_y, material_orthotropic_plastic_tsai_wu_solid/@hardening_modulus_z, material_orthotropic_plastic_tsai_wu_solid/@specific_weight, material_orthotropic_plastic_tsai_wu_solid/@thermal_expansion_coefficient_x, material_orthotropic_plastic_tsai_wu_solid/@thermal_expansion_coefficient_y, material_orthotropic_plastic_tsai_wu_solid/@thermal_expansion_coefficient_z, material_orthotropic_plastic_tsai_wu_surface/@hardening_modulus_x, material_orthotropic_plastic_tsai_wu_surface/@hardening_modulus_y, material_orthotropic_plastic_tsai_wu_surface/@specific_weight, material_orthotropic_plastic_tsai_wu_surface/@thermal_expansion_coefficient_x, material_orthotropic_plastic_tsai_wu_surface/@thermal_expansion_coefficient_y, material_orthotropic_plastic_weld_surface/@elasticity_modulus_y, material_orthotropic_plastic_weld_surface/@hardening_modulus_x, material_orthotropic_plastic_weld_surface/@hardening_modulus_y, material_orthotropic_plastic_weld_surface/@parameter_x_xz, material_orthotropic_plastic_weld_surface/@shear_modulus_yz, material_orthotropic_plastic_weld_surface/@specific_weight, material_orthotropic_plastic_weld_surface/@thermal_expansion_coefficient_x, material_orthotropic_plastic_weld_surface/@thermal_expansion_coefficient_y, material_soilin/@saturated_specific_weight, material_soilin/@specific_weight, material_soilin/@structural_strength_coefficient, material_woven_membrane_microstructure/@specific_weight, material_woven_membrane_microstructure/@thermal_expansion_coefficient_x, material_woven_membrane_microstructure/@thermal_expansion_coefficient_y, member_nonlinearity_tearing/@n_t, member_section_properties/@area_shear_u, member_section_properties/@area_shear_v, member_section_properties/@axial_area, member_section_properties/@moment_of_bending_u, member_section_properties/@moment_of_bending_v, member_section_properties/@moment_of_inertia_torsion, member_stiffness_matrix/@area_for_self_weight, member_stiffness_matrix/@axial_area, member_stiffness_matrix_type/@d11, member_stiffness_matrix_type/@d22, member_stiffness_matrix_type/@d33, member_stiffness_matrix_type/@d44, member_stiffness_matrix_type/@d55, member_stiffness_matrix_type/@d66, member_stiffness_modification_partial_factors/@weight_factor, member_type_spring/@area_for_self_weight, member_type_spring/@dashpot, member_type_spring/@specific_weight, permanent_actions_2d/@width_lane, surface_load_according_inclination_snow/@cohesion, surface_load_according_inclination_snow/@repose_angle, surface_load_uniform_ponding/@precipitation, surface_modification_partial_factors/@weight_factor, surface_modification_stiffness_matrix_factors/@weight_factor, surface_stiffness_matrix_type/@d11, surface_stiffness_matrix_type/@d22, surface_stiffness_matrix_type/@d33, surface_stiffness_matrix_type/@d44, surface_stiffness_matrix_type/@d55, surface_stiffness_matrix_type/@d66, surface_stiffness_matrix_type/@d77, surface_stiffness_matrix_type/@d88, time_dependent_analysis/@t_start
Element | material_gas/specific_weight
Source |
    <xs:simpleType name="double_non_negative">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Double hodnota (0;+infinity) včetně.</xs:documentation>
        <xs:documentation xml:lang="en">Double value (0;+infinity) included.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:double">
        <xs:minInclusive value="0"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type double_non_positive

Namespace | No namespace
Annotations |
    Double hodnota (-infinity;0) včetně.
    Double value (-infinity;0> included.
Diagram |
Type | restriction of xs:double
Facets |
maxInclusive | 0 |
Used by |
Attribute | member_nonlinearity_tearing/@n_c
Source |
    <xs:simpleType name="double_non_positive">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Double hodnota (-infinity;0) včetně.</xs:documentation>
        <xs:documentation xml:lang="en">Double value (-infinity;0> included.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:double">
        <xs:maxInclusive value="0"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type reference

Namespace | No namespace
Diagram |
Type | xs:unsignedInt
Used by |
Attributes | B_spline_line/@degree, accelerogram_ref_in_time_analysis/@ref, accidental_eccentricity_base/@elf_ref, accidental_eccentricity_base/@spectral_ref, according_guideline/@line, analysis_base/@construction_stage, analysis_base/@finite_element_data_block, analysis_base/@settings, analysis_base/@structure_modification, analysis_equivalent_load/@reference_to_static_analysis_settings, analysis_footfall/@footfall_diagram, analysis_footfall/@modal_analysis, analysis_imperfection/@imperfection_case, analysis_imperfection/@initial_shape, analysis_influence/@imperfection_case, analysis_influence/@initial_shape, analysis_influence/member_influence/@member_id, analysis_influence/supported_node_influence/@node_id, analysis_influence/surface_influence/@node_id, analysis_influence/surface_influence/@surface_id, analysis_modal/@initial_shape, analysis_modal/@reduction, analysis_pushover/@modal_analysis, analysis_pushover/@response_spectrum_diagram, analysis_reference/@ref, analysis_spectral_base/@modal_analysis, analysis_spectral_base/@response_spectrum_diagram, analysis_stability_linear/@initial_shape, analysis_stability_nonlinear/@imperfection_case, analysis_stability_nonlinear/@initial_shape, analysis_static/@imperfection_case, analysis_static/@initial_shape, analysis_static/moving_load/@analysis_influence_ref, analysis_static/moving_load/@ref, analysis_static_node_load/@initial_shape, analysis_time/@initial_shape, assign_stiffness/@analysis, assign_temperature_from_load/@load_case, assign_temperature_from_load/@load_combination, connection_base/@master_object, connection_base/@slave_object, consideration_of_force_base/@ref, diagram_dynamic_increase_factor_strain_rate/@material_initial_strain, diagram_dynamic_increase_factor_strain_rate/@material_visco_parameter, diagram_xy_ref/@ref, duplicate_line/@original, duplicate_node/@original, equivalent_lateral_forces_base/@modal_irs_ref, equivalent_lateral_forces_base/@response_spectrum_diagram, finite_element_data_1d_center_section/@section, finite_element_data_2d_center_section/@section, finite_element_data_3d_center_material/@material, geotechnical_analysis_settings_base/@massive, hanging_nodes_2d/@slave_surfaces, imperfection_case_assignement_type/@ref, imperfection_eigenmode/@mode, integrate_line_continue/@entity, integrate_line_node/@node, integrate_line_to_line/@ref, integrate_line_to_line_group/@ref, k_contact_entity/@ref, limit_nodal_deformation/@node, line_connection_base/@master_line, line_connection_base/@slave_line, line_connection_elastic/@release_type, line_connection_rotation_z_by_surface/@surface, line_hinge_base/@release_type, line_hinge_deactivation/@surface, line_hinge_modification_base/@surface, line_hinge_reference/@surface, load_case_ref_in_analysis/@ref, load_case_ref_in_time_analysis/@diagram, load_combination_ref_in_analysis/@ref, load_combination_ref_in_time_analysis/@diagram, material_type_swap_modification/@new_material, member_base/@line, member_form_finding_force_with_node_base/@node, member_imperfection_general_type/@mean_compression_from_analysis, member_imperfection_type_general_sign/@sign_member_begin, member_imperfection_type_general_sign/@sign_member_end, member_imperfection_type_general_sign/@sign_member_middle, member_modification_material/@material, member_modification_material/@material_initial_strain, member_modification_material/@material_visco_parameter, member_section_physical_properties_deactivate_type/@ref, member_section_properties/@material, member_section_properties/@material_initial_strain, member_section_properties/@material_visco_parameter, member_section_swap_modification/@new_section, member_stiffness_matrix/@material, member_stiffness_matrix/@material_visco_parameter, member_type_beam/@end_eccentricity, member_type_beam/@end_hinge, member_type_beam/@nonlinearity, member_type_beam/@result_section, member_type_beam/@section, member_type_beam/@start_eccentricity, member_type_beam/@start_hinge, member_type_beam/@subsoil, member_type_buckling/@end_eccentricity, member_type_buckling/@section, member_type_buckling/@start_eccentricity, member_type_cable/@section, member_type_cable_on_pulley_old/@section, member_type_compression/@end_eccentricity, member_type_compression/@section, member_type_compression/@start_eccentricity, member_type_rigid/@end_eccentricity, member_type_rigid/@end_hinge, member_type_rigid/@nonlinearity, member_type_rigid/@result_section, member_type_rigid/@start_eccentricity, member_type_rigid/@start_hinge, member_type_rigid/@subsoil, member_type_tension/@end_eccentricity, member_type_tension/@section, member_type_tension/@start_eccentricity, member_type_truss/@end_eccentricity, member_type_truss/@nonlinearity, member_type_truss/@result_section, member_type_truss/@section, member_type_truss/@start_eccentricity, member_type_truss_n/@end_eccentricity, member_type_truss_n/@end_hinge, member_type_truss_n/@nonlinearity, member_type_truss_n/@section, member_type_truss_n/@start_eccentricity, member_type_truss_n/@start_hinge, mesh_refinement_settings/auto_mesh_refinement/@analysis, mesh_refinement_settings/solid_layered_mesh/@definition_surface, mesh_refinement_settings/solid_layered_mesh/@solid, min_curvature_node/@node, modal_linear/@modal_analysis, mode_superposition_harmonic_analysis/@load_signature_mode, mode_superposition_harmonic_analysis/@modal_analysis, moving_load_set/@ref, nodal_constraint_base/@central_node, node/@ref, node_modification_move/@as_node, node_on_member/@node_id, nonlinear_stability/@setting_by_reference_to_static_analysis_settings, notional_loads_from_load_case/@load_case, nurbs_line/@degree, on_surface_line/@on_surface, optimized_cutting_pattern_II/@line, part_section/@section_end, part_section/@section_start, physical_object_base/@initial_strain, physical_object_base/@material, physical_object_base/@material_initial_strain, physical_object_base/@material_visco_parameter, pile_definition/@member, pile_type/@line, pile_type/@spikes_section, radial_mesh/@layers, radial_mesh/@segments, reduction_mass_to_node/@node_id_result, reference_type/@ref, releases_base/@original, releases_base/@release_type, releases_base/@released, rotation_ref/@ref, segment_type/@end_node, segment_type/@section, segment_type/@start_node, soil_layer/@material, solid_modification_material/@material, solid_modification_material/@material_initial_strain, solid_modification_material/@material_visco_parameter, solid_type_contact/@contact_type, solid_type_contact/@material, solid_type_contact/@material_initial_strain, solid_type_contact/@material_visco_parameter, solid_type_contact/@surface1, solid_type_contact/@surface2, solid_type_gas/@gas_parameters, solid_type_gas/@material, solid_type_gas/@material_initial_strain, solid_type_gas/@material_visco_parameter, solid_type_standard/@material, solid_type_standard/@material_initial_strain, solid_type_standard/@material_visco_parameter, source_load_case/@ref, source_load_combination/@ref, spring_base_visco_group/@material, spring_base_visco_group/@material_visco_parameter, static_deformation/@analysis, submodel_map_deformations/@analysis, submodel_reference_base/@analysis, surface_contact/@contact_type, surface_contact/@material, surface_imperfection_base/line/@ref, surface_modification_material/@material, surface_modification_material/@material_initial_strain, surface_modification_material/@material_visco_parameter, surface_part_geometry_definition/@surface_origin, surface_part_region/@section, surface_part_select_base/@section, surface_pipe_geometry_definition/@trajectory, surface_rotated_independent_geometry_definition/@trajectory, surface_sag_type/@surfaces, surface_section_base/@material, surface_section_base/@material_initial_strain, surface_section_base/@material_visco_parameter, surface_section_laminated_layer/@material, surface_section_laminated_layer/@material_initial_strain, surface_section_laminated_layer/@material_visco_parameter, surface_section_layers_deactivation/@ref, surface_section_swap_modification/@new_section, surface_trailed_geometry_definition/@trajectory, surface_type_duplicate/@original, surface_type_duplicate/@section, surface_type_duplicate/@subsoil, surface_type_for_modelling/@subsoil, surface_type_rigid/@hinge, surface_type_rigid/@subsoil, surface_type_standard/@hinge, surface_type_standard/@section, surface_type_standard/@subsoil, task_analysis/@analysis, task_cutting_patterns/@cutting_patterns_group, task_min_curvature/@surface, task_sections/@section, thermal_material_reference/@ref, time_dependent_static/@material_initial_strain, time_dependent_static/@material_visco_parameter, underground_water_by_surfaces/@from, underground_water_by_surfaces/@to
Elements | line_base/node, line_release/rotation_z_axis_perpendicular_to_surface
Source |
    <xs:simpleType name="reference">
      <xs:restriction base="xs:unsignedInt"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type references

Namespace | No namespace
Diagram |
Type | list of xs:unsignedInt
Used by |
Attributes | B_spline_line/@definition_nodes, analysis_imperfection/@discontinuities, analysis_influence/@imperfection_analyses, analysis_static/@discontinuities, analysis_static/@imperfection_analyses, analysis_static/@static_condensations, analysis_static_node_load/@nodes, arc_line/@definition_nodes, artificial_shape_for_visualization/@calculated_surfaces, axis_rotation_parallel_to_lines/@lines, bezier_spline_line/@definition_nodes, circle_line/@definition_nodes, conical_line/@definition_nodes, cut_line/@surfaces, cut_via_section/@definition_nodes, cut_via_two_lines/@lines, cutting_pattern_I/@lines, cutting_pattern_I/@surfaces, damping_ratio_table/@modes, deactivate_nonlinearities/@material_nonlinearity_models_for_materials, deactivation_type/loads/@free_load, deactivation_type/loads/@line_load, deactivation_type/loads/@member_load, deactivation_type/loads/@nodal_load, deactivation_type/loads/@solid_load, deactivation_type/loads/@specific_lc, deactivation_type/loads/@surface_load, direct_material_parameters_reduction/@solids, discontinuity_base/@in_solids, duplicate_line/@definition_nodes, entity_selection/@members, entity_selection/@solids, entity_selection/@surfaces, entity_selection_list/@members, entity_selection_list/@solids, entity_selection_list/@surfaces, finite_element_data_block_element_base/@elem, free_load_base/@surfaces, geological_region/@nodes, geological_region/@result_nodes, geological_region/@samples, geological_region/@surfaces, geotechnical_solids/@solids, global_contact_type/@master_elements, global_contact_type/@master_macros, global_contact_type/@slave_elements, global_contact_type/@slave_macros, hanging_nodes_2d/@master_surfaces, hanging_nodes_2d/@slave_lines, hanging_nodes_2d/@slave_nodes, independent_mesh_spherical_region_selection/@selection, individual_reference_temperature/@members, individual_reference_temperature/@solids, individual_reference_temperature/@surfaces, initial_strain_individual_objects/@ref, integrate_line_to_line_group/@macros, integrate_line_to_line_group/@tendon_members, inter_section_line/@definition_nodes, inter_section_line/@surfaces, line_base/@integrated_lines_independent, line_base/@integrated_nodes_independent, line_base/@nodes_on_line, line_hinge_base/@lines, line_hinge_deactivation/@specific_lines, line_hinge_modification_base/@specific_lines, line_hinge_reference/@specific_lines, line_load_base/@lines, line_mesh_refinement_base/@lines, line_release_modification_base/@ids, line_release_modification_base/@types, line_support_base/@lines, line_support_modification_base/@refs, line_support_modification_base/@specific_lines, local_cubic_spline_line/@definition_nodes, manual_selection_object/@manual_spring_lines_selection, manual_selection_object/@manual_spring_nodes_selection, manual_selection_object/@manual_subsoil_surfaces_selection, material_modification_type_base/@refs, member_hinge_modification_base/@refs, member_imperfection_type_base/@member, member_load_base/@members, member_mesh_refinement_distance/@members, member_mesh_refinement_distance/@node_id, member_modification_base/@refs, member_modification_material/@nodes, member_modification_material/@surfaces, member_section_physical_properties_deactivate_type/@lines, member_section_physical_properties_deactivate_type/@nodes, member_section_physical_properties_deactivate_type/@surfaces, member_set_tendon/@macros, member_set_tendon/@tendon_members, member_set_type/@members, member_subsoil_modification_base/@refs, member_warping_connection/@members, members_section_physical_properties_deactivate_type/@lines, members_section_physical_properties_deactivate_type/@nodes, members_section_physical_properties_deactivate_type/@ref, members_section_physical_properties_deactivate_type/@surfaces, mesh_independent_connection_settings/refinement/around/line/@refs, mesh_independent_connection_settings/refinement/around/node/@refs, mesh_refinement_settings/@excluded_nodes, mesh_refinement_settings/prefer_mapped_mesh/@surfaces, mesh_refinement_settings/prefer_mapped_mesh_on_member/@members, mesh_refinement_settings/solid_mesh_refinement/@solids, mesh_refinement_settings/surface_mesh_refinement/@surfaces, mesh_refinement_settings/surface_mesh_refinement_triangle/@on_surfaces, mesh_refinement_settings/surface_reverse_local_axis/@surfaces, moving_load/@surfaces_for_2d_load, neglect_masses_element_type/@refs, nodal_constraint_base/@lines, nodal_constraint_base/@nodes, nodal_constraint_base/@surfaces, nodal_load_base/@nodes, nodal_mesh_refinement_base/@nodes, nodal_mesh_refinement_circular/@specific_surfaces, nodal_support_base/@nodes, nodal_support_column_base/@surface_ids, nodal_support_modification_base/@refs, nodal_support_modification_base/@specific_nodes, nodal_supports/@fix_rotations_at_nodes, node_modification_base/@refs, node_release_modification_base/@ids, node_release_modification_base/@types, nurbs_line/@definition_nodes, on_surface_line/@definition_nodes, opening_surface/@lines, own_load_specific_entities/@members, own_load_specific_entities/@solids, own_load_specific_entities/@surfaces, physical_line/@lines, physical_node/@nodes, physical_surface/@surfaces, poly_line/@definition_nodes, polygon_force_linear_3nodes_type/@nodes, polygon_force_linear_in_type/@nodes, polygon_local_force_linear_3nodes_type/@nodes, polygon_local_force_linear_in_type/@nodes, radial_conenction/@lines, radial_mesh_refinement_base/@lines, reduction_mass_to_node/@lines, reduction_mass_to_node/@members, reduction_mass_to_node/@nodes, reduction_mass_to_node/@solids, reduction_mass_to_node/@surfaces, references_type/@refs, references_type_deactivation/@refs, releases_base/@released_member, releases_base/@released_solids, releases_base/@released_surfaces, rigid_body_constraint_hinges/@lines, rigid_body_constraint_hinges/@nodes, rigid_body_constraint_hinges/@surfaces, section_modification_type/@refs, single_line/@definition_nodes, solid_axes_rotation_general_curve/@curves, solid_axes_rotation_plane_curve/@curves, solid_axes_rotation_surface/@surfaces, solid_base/@definition_surfaces, solid_base/@integrated_lines, solid_base/@integrated_lines_independent, solid_base/@integrated_nodes, solid_base/@integrated_nodes_independent, solid_base/@integrated_solids_independent, solid_base/@integrated_surfaces, solid_base/@integrated_surfaces_independent, solid_geotechnic_map_mesh/@surfaces, solid_load_base/@solids, solid_load_linear_in_strain/@nodes, solid_load_linear_in_temperature/@nodes, solid_modification_base/@refs, solid_set_type/@solids, spline_line/@definition_nodes, static_condensation_selestion/@lines, static_condensation_selestion/@members, static_condensation_selestion/@nodes, static_condensation_selestion/@solids, static_condensation_selestion/@surfaces, submodel_deformations_definition/@refs, surface_base/@integrated_lines, surface_base/@integrated_lines_independent, surface_base/@integrated_nodes, surface_base/@integrated_nodes_independent, surface_base/@integrated_openings, surface_base/@integrated_surfaces, surface_base/@integrated_surfaces_independent, surface_contact/@surface1, surface_contact/@surface2, surface_form_finding_base/surface_set/@surfaces, surface_geometry_definition_base/@definition_lines, surface_geometry_definition_base/@reverse_lines, surface_load_base/@surfaces, surface_load_linear_3nodes_force/@nodes, surface_load_linear_3nodes_local_force/@nodes, surface_load_linear_3nodes_local_mass/@nodes, surface_load_linear_3nodes_local_strain/@nodes, surface_load_linear_3nodes_local_temperature/@nodes, surface_load_linear_3nodes_mass/@nodes, surface_load_linear_in_force/@nodes, surface_load_linear_in_local_force/@nodes, surface_load_linear_in_local_mass/@nodes, surface_load_linear_in_local_strain/@nodes, surface_load_linear_in_local_temperature/@nodes, surface_load_linear_in_mass/@nodes, surface_load_radial_force/@nodes, surface_load_radial_local_force/@nodes, surface_load_radial_local_mass/@nodes, surface_load_radial_local_temperature/@nodes, surface_load_radial_mass/@nodes, surface_modification_base/@refs, surface_modification_material/@layers, surface_quadrangle_geometry_definition/@corner_nodes, surface_release_modification_base/@ids, surface_release_modification_base/@types, surface_section_layers_deactivation/@layers, surface_section_variable/@definition_nodes, surface_section_variable_direction/@definition_nodes, surface_set_type/@surfaces, surface_subsoil_modification_base/@refs, surface_support_type/@surfaces, surface_trailed_geometry_definition/@trailed_lines, surfaces_section_layers_deactivation/@layers, surfaces_section_layers_deactivation/@ref, surfaces_section_partial_deactivation/@ref, task_base/@dependencies, task_clean_result_files/@analyses, task_clean_result_files/@mesh, task_clean_result_files/@sections, task_cut_lines/@cut_lines, traject_line/@definition_nodes, traject_line/@definition_trajectory, xfem_expand_discontinuity_base/@possible_expand_crack_in_solids
Source |
    <xs:simpleType name="references">
      <xs:list itemType="xs:unsignedInt"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type relative

Namespace | No namespace
Diagram |
Type | restriction of xs:double
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Attributes | analysis_spectral_base/@filter_min_modal_mass_ratio, analysis_spectral_base/@filter_total_modal_mass_ratio, combination_rule_MAX/@unify_eigenshapes, combination_rule_SRSS/@unify_eigenshapes, line_connections_location_relative/@location, member_imperfection_type_general_sign/@sign_location_begin, member_imperfection_type_general_sign/@sign_location_end, member_imperfection_type_general_sign/@sign_location_middle, part_eccentricity/@distance_end, part_eccentricity/@distance_start, part_section/@distance_end, part_section/@distance_start, segment_type/@distance_end, segment_type/@distance_start
Source |
    <xs:simpleType name="relative">
      <xs:restriction base="xs:double">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní reálná hodnota (0;1) včetně.</xs:documentation>
          <xs:documentation xml:lang="en">Relative real value (0;1) incl. .</xs:documentation>
        </xs:annotation>
        <xs:minInclusive value="0"/>
        <xs:maxInclusive value="1"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_integer

Namespace | No namespace
Diagram |
Type | list of xs:int
Used by |
Attributes | consideration_of_force_base/@shapes, integer_references_type/@refs, intersection_definition_nodes_lines/@nodes_lines, material_developer/@array_int
Source |
    <xs:simpleType name="array_of_integer">
      <xs:list itemType="xs:int"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_double

Namespace | No namespace
Diagram |
Type | list of xs:double
Used by |
Simple Types | array_of_three_doubles, array_of_two_doubles
Attributes | accidental_eccentricity_base/@eccentricity, analysis_static_node_load/@directions_values, conical_line/@constants, conical_line/@parameters, damping_ratio_table/@damping, frequency_response/@frequencies, line_force_linear_type/@values, line_force_variable_type/@distances, line_force_variable_type/@values, line_local_force_linear_type/@values, line_local_force_variable_type/@distances, line_local_force_variable_type/@values, material_developer/@array_double, member_imperfection_type/@distances, member_imperfection_type/@y, member_imperfection_type/@z, member_imperfection_type_general_one/@distances, member_load_concentrated_force/@distances, member_load_concentrated_force/@values, member_load_concentrated_local_force/@distances, member_load_concentrated_local_force/@values, member_load_concentrated_local_mass/@distances, member_load_concentrated_local_mass/@values, member_load_concentrated_local_moment/@distances, member_load_concentrated_local_moment/@values, member_load_concentrated_local_rotation/@distances, member_load_concentrated_local_rotation/@values, member_load_concentrated_local_strain/@distances, member_load_concentrated_local_strain/@values, member_load_concentrated_moment/@distances, member_load_concentrated_moment/@values, member_load_concentrated_rotation/@distances, member_load_concentrated_rotation/@values, member_load_concentrated_strain/@distances, member_load_concentrated_strain/@values, member_load_rotary_motion/@acceleration, member_load_rotary_motion/@velocity, member_load_variable_force/@distances, member_load_variable_force/@values, member_load_variable_local_force/@distances, member_load_variable_local_force/@values, member_load_variable_local_mass/@distances, member_load_variable_local_mass/@values, member_load_variable_local_moment/@distances, member_load_variable_local_moment/@values, member_load_variable_local_rotation/@distances, member_load_variable_local_rotation/@values, member_load_variable_local_strain/@distances, member_load_variable_local_strain/@values, member_load_variable_moment/@distances, member_load_variable_moment/@values, member_load_variable_rotation/@distances, member_load_variable_rotation/@values, member_load_variable_strain/@distances, member_load_variable_strain/@values, member_load_variable_temperature/@deltaT, member_load_variable_temperature/@distances, member_load_variable_temperature/@values, member_load_varying_in_z_force/@coefficient_z, member_load_varying_in_z_force/@z, member_load_varying_in_z_local_force/@coefficient_z, member_load_varying_in_z_local_force/@z, member_mesh_refinement_distance/@distances, min_curvature_node/@z, nurbs_line/@definition_node_weights, nurbs_line/@knot, on_surface_line/@parametric_coordinate_end, on_surface_line/@parametric_coordinate_start, polygon_force_linear_3nodes_type/@values, polygon_force_linear_in_type/@values, polygon_local_force_linear_3nodes_type/@values, polygon_local_force_linear_in_type/@values, solid_load_linear_in_strain/@epsilons_x, solid_load_linear_in_strain/@epsilons_y, solid_load_linear_in_strain/@epsilons_z, solid_load_linear_in_temperature/@values, solver_input/member_result_cuts/member/@single_cuts_I, solver_input/member_result_cuts/member/@single_cuts_II, solver_input/member_result_cuts/member/@single_cuts_III, solver_input/member_result_cuts/member/@single_cuts_IV, spring_friction_two_forces/@coefficients, surface_imperfection_base/line/@distances, surface_imperfection_base/line/@value_imperfection_in_z, surface_load_linear_3nodes_force/@values, surface_load_linear_3nodes_local_force/@values, surface_load_linear_3nodes_local_mass/@values, surface_load_linear_3nodes_local_strain/@epsilons_x, surface_load_linear_3nodes_local_strain/@epsilons_y, surface_load_linear_3nodes_local_temperature/@deltaT, surface_load_linear_3nodes_local_temperature/@values, surface_load_linear_3nodes_mass/@values, surface_load_linear_in_force/@values, surface_load_linear_in_local_force/@values, surface_load_linear_in_local_mass/@values, surface_load_linear_in_local_strain/@epsilons_x, surface_load_linear_in_local_strain/@epsilons_y, surface_load_linear_in_local_temperature/@deltaT, surface_load_linear_in_local_temperature/@values, surface_load_linear_in_mass/@values, surface_load_radial_force/@values, surface_load_radial_local_force/@values, surface_load_radial_local_mass/@values, surface_load_radial_local_temperature/@deltaT, surface_load_radial_local_temperature/@values, surface_load_radial_mass/@values, surface_nurbs_independent_geometry_definition/@knot_u, surface_nurbs_independent_geometry_definition/@knot_v, surface_section_variable/@thicknesses, surface_section_variable_direction/@thicknesses, varying_load_along_perimeter_base/@alfa, varying_load_along_perimeter_base/@coefficient_alfa, varying_load_in_direction_base/@coefficient, varying_load_in_direction_base/@coordinate, varying_load_in_direction_type/@coefficient, varying_load_in_direction_type/@coordinate, varying_load_in_z_base/@coefficient_z, varying_load_in_z_base/@z, viscoelastic_properties/@e_modulus_viscosity, viscoelastic_properties/@eta
Source |
    <xs:simpleType name="array_of_double">
      <xs:list itemType="xs:double"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_two_doubles

Namespace | No namespace
Diagram |
Type | restriction of array_of_double
Type hierarchy | xs:double array_of_double array_of_two_doubles
Facets |
length | 2 |
Used by |
Attributes | line_connection_base/@master_line_part, line_connection_base/@slave_line_part, moving_load_permanent_actions_base/@influence_multipliers, moving_load_set/@influence_multipliers
Source |
    <xs:simpleType name="array_of_two_doubles">
      <xs:restriction base="array_of_double">
        <xs:length value="2"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_three_doubles

Namespace | No namespace
Diagram |
Type | restriction of array_of_double
Type hierarchy | xs:double array_of_double array_of_three_doubles
Facets |
length | 3 |
Used by |
Attributes | analysis_spectral_coeffs/@spatial_coeffs, equivalent_lateral_forces_base/@spatial_coeffs
Source |
    <xs:simpleType name="array_of_three_doubles">
      <xs:restriction base="array_of_double">
        <xs:length value="3"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_translation_directions

Namespace | No namespace
Diagram |
Type | list of translation_direction
Used by |
Attribute | spring_friction_two_forces/@forces_directions
Source |
    <xs:simpleType name="array_of_translation_directions">
      <xs:list itemType="translation_direction"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type array_of_directions

Namespace | No namespace
Diagram |
Type | list of direction
Used by |
Attributes | analysis_static_node_load/@directions, consideration_of_force_base/@specific_directions, line_release_deactivation/@specific_directions, line_support_deactivate/@specific_directions, member_hinge_deactivate/@specific_directions, nodal_release_deactivation/@specific_directions, nodal_support_deactivate/@specific_directions, submodel_deformations_definition/@specific_directions
Source |
    <xs:simpleType name="array_of_directions">
      <xs:list itemType="direction"/>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type diagram_modification

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | 1ST_SEGMENT |
enumeration | WHOLE |
Used by |
Attributes | material_modification_factor/@diagram_compression, material_modification_factor/@diagram_tension
Source |
    <xs:simpleType name="diagram_modification">
      <xs:restriction base="xs:string">
        <xs:enumeration value="1ST_SEGMENT"/>
        <xs:enumeration value="WHOLE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type influence_quantity_member

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | N_X |
enumeration | V_Y |
enumeration | V_Z |
enumeration | M_T |
enumeration | M_Y |
enumeration | M_Z |
enumeration | U_X |
enumeration | U_Y |
enumeration | U_Z |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
Used by |
Attributes | analysis_influence/member_influence/@quantity, analysis_influence/supported_node_influence/@quantity
Source |
    <xs:simpleType name="influence_quantity_member">
      <xs:restriction base="xs:string">
        <xs:enumeration value="N_X"/>
        <xs:enumeration value="V_Y"/>
        <xs:enumeration value="V_Z"/>
        <xs:enumeration value="M_T"/>
        <xs:enumeration value="M_Y"/>
        <xs:enumeration value="M_Z"/>
        <xs:enumeration value="U_X"/>
        <xs:enumeration value="U_Y"/>
        <xs:enumeration value="U_Z"/>
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type influence_quantity_surface

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | N_X |
enumeration | N_Y |
enumeration | N_XY |
enumeration | V_X |
enumeration | V_Y |
enumeration | M_X |
enumeration | M_Y |
enumeration | M_XY |
enumeration | U_X |
enumeration | U_Y |
enumeration | U_Z |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
Used by |
Attribute | analysis_influence/surface_influence/@quantity
Source |
    <xs:simpleType name="influence_quantity_surface">
      <xs:restriction base="xs:string">
        <xs:enumeration value="N_X"/>
        <xs:enumeration value="N_Y"/>
        <xs:enumeration value="N_XY"/>
        <xs:enumeration value="V_X"/>
        <xs:enumeration value="V_Y"/>
        <xs:enumeration value="M_X"/>
        <xs:enumeration value="M_Y"/>
        <xs:enumeration value="M_XY"/>
        <xs:enumeration value="U_X"/>
        <xs:enumeration value="U_Y"/>
        <xs:enumeration value="U_Z"/>
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
enumeration | DOF_7 |
Used by |
Attributes | concentrated_force_moment_type/@direction, concentrated_local_force_moment_type/@direction, constraint_condition/@direction, global_contact_type/@direction
Source |
    <xs:simpleType name="direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
        <xs:enumeration value="DOF_7"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type direction_pushover

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | -X |
enumeration | -Y |
Used by |
Attribute | analysis_pushover/@direction
Source |
    <xs:simpleType name="direction_pushover">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="-X"/>
        <xs:enumeration value="-Y"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type limit_value_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | TOTAL_TRANSLATION |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
enumeration | TOTAL_ROTATION |
Used by |
Attribute | limit_nodal_deformation/@direction
Source |
    <xs:simpleType name="limit_value_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
        <xs:enumeration value="TOTAL_TRANSLATION"/>
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
        <xs:enumeration value="TOTAL_ROTATION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type translation_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
Used by |
Attributes | analysis_spectral/@direction, circular_force_linear_type/@direction, circular_force_uniform_type/@direction, circular_local_force_linear_type/@direction, circular_local_force_uniform_type/@direction, direction_global/@direction, direction_local/@direction, initial_sway_via_table/@level_direction, line_force_linear_type/@direction, line_force_uniform_type/@direction, line_force_variable_type/@direction, line_hinge_force_moment_diagram/@dependent_on_force, line_local_force_linear_type/@direction, line_local_force_uniform_type/@direction, line_local_force_variable_type/@direction, member_load_concentrated_force/@direction, member_load_concentrated_local_force/@direction, member_load_concentrated_local_rotation/@direction, member_load_concentrated_local_strain/@direction, member_load_concentrated_rotation/@direction, member_load_concentrated_strain/@direction, member_load_local_strain_absolut/@direction, member_load_uniform_force/@direction, member_load_uniform_local_force/@direction, member_load_uniform_local_rotation/@direction, member_load_uniform_local_strain/@direction, member_load_uniform_rotation/@direction, member_load_uniform_strain/@direction, member_load_uniform_temperature/@direction, member_load_variable_force/@direction, member_load_variable_local_force/@direction, member_load_variable_local_rotation/@direction, member_load_variable_local_strain/@direction, member_load_variable_rotation/@direction, member_load_variable_strain/@direction, member_load_variable_temperature/@direction, nodal_load_force/@direction, polygon_force_linear_3nodes_type/@direction, polygon_force_linear_in_type/@direction, polygon_force_linear_in_type/@linear_in, polygon_force_uniform_type/@direction, polygon_local_force_linear_3nodes_type/@direction, polygon_local_force_linear_in_type/@direction, polygon_local_force_linear_in_type/@linear_in, polygon_local_force_uniform_type/@direction, rotation_angle_around_axis/@axis, solid_load_linear_in_strain/@linear_in, solid_load_linear_in_temperature/@linear_in, solid_load_uniform_force/@direction, spring_friction_one_force/@force_direction, spring_friction_plane/@force_direction, surface_load_linear_3nodes_force/@direction, surface_load_linear_3nodes_local_force/@direction, surface_load_linear_3nodes_local_mass/@projection_direction, surface_load_linear_3nodes_mass/@projection_direction, surface_load_linear_in_force/@direction, surface_load_linear_in_force/@linear_in, surface_load_linear_in_local_force/@direction, surface_load_linear_in_local_force/@linear_in, surface_load_linear_in_local_mass/@linear_in, surface_load_linear_in_local_mass/@projection_direction, surface_load_linear_in_local_strain/@linear_in, surface_load_linear_in_local_temperature/@linear_in, surface_load_linear_in_mass/@linear_in, surface_load_linear_in_mass/@projection_direction, surface_load_radial_force/@direction, surface_load_radial_local_force/@direction, surface_load_radial_local_mass/@projection_direction, surface_load_radial_mass/@projection_direction, surface_load_uniform_force/@direction, surface_load_uniform_local_force/@direction, surface_load_uniform_local_mass/@projection_direction, surface_load_uniform_mass/@projection_direction, surface_part_region/selection/@direction, surface_part_select_base/selection/@direction, varying_load_in_direction_base/@load_axis_direction, varying_load_in_direction_type/@varying_direction
Source |
    <xs:simpleType name="translation_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type axis_yz

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | Y |
enumeration | Z |
Used by |
Attributes | line_axes_direction_vectors/@axis, line_connection_rotation_help_node/@axis, rotation_help_node/@axis
Source |
    <xs:simpleType name="axis_yz">
      <xs:restriction base="xs:string">
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type instability_criterion

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | DEFAULT |
enumeration | DEFORMATION_RATE |
Used by |
Attribute | static_analysis_element_group/iterative_method_settings/@instability_criterion
Source |
    <xs:simpleType name="instability_criterion">
      <xs:restriction base="xs:string">
        <xs:enumeration value="DEFAULT"/>
        <xs:enumeration value="DEFORMATION_RATE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type terminate_calculation_criterion

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | DEFAULT |
enumeration | INCREMENT_NOT_CONVERGED |
Used by |
Attribute | static_analysis_element_group/iterative_method_settings/@terminate_calculation_criterion
Source |
    <xs:simpleType name="terminate_calculation_criterion">
      <xs:restriction base="xs:string">
        <xs:enumeration value="DEFAULT"/>
        <xs:enumeration value="INCREMENT_NOT_CONVERGED"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type axis_xy

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
Used by |
Attributes | axes_rotation_nonparallel_to_line/@axis, axes_rotation_parallel_to_surface/@axis, axes_rotation_to_vector_in_plane/@axis, axes_rotation_to_vector_in_plane_defined_by_point/@axis, axes_rotation_to_vector_in_plane_normal_to_line/@axis, axis_rotation_parallel_to_lines/@axis, axis_rotation_to_point/@axis
Source |
    <xs:simpleType name="axis_xy">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type mass_translation_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | ALL |
Used by |
Attributes | k_contact/@direction, member_load_concentrated_local_mass/@direction, member_load_uniform_local_mass/@direction, member_load_variable_local_mass/@direction, solid_load_uniform_global_mass/@effect_direction, static_deformation/@direction, static_deformation/@imperfection_magnitude_direction, stiffness_diagram/@dependent_on_force, surface_load_linear_3nodes_local_mass/@effect_direction, surface_load_linear_3nodes_mass/@effect_direction, surface_load_linear_in_local_mass/@effect_direction, surface_load_linear_in_mass/@effect_direction, surface_load_radial_local_mass/@effect_direction, surface_load_radial_mass/@effect_direction, surface_load_uniform_local_mass/@effect_direction, surface_load_uniform_mass/@effect_direction, varying_load_mass_type/@direction
Source |
    <xs:simpleType name="mass_translation_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
        <xs:enumeration value="ALL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type mass_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
enumeration | ALL |
    Všechny směry.
enumeration | TRANSLATIONS |
    Translační směry.
enumeration | ROTATIONS |
    Rotační směry.
Used by |
Attribute | nodal_load_mass_base/@direction
Source |
    <xs:simpleType name="mass_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
        <xs:enumeration value="ALL">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Všechny směry.</xs:documentation>
            <xs:documentation xml:lang="en">All directions.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="TRANSLATIONS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Translační směry.</xs:documentation>
            <xs:documentation xml:lang="en">Translation directions.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="ROTATIONS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Rotační směry.</xs:documentation>
            <xs:documentation xml:lang="en">Rotation directions.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type rotation_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | PHI_X |
enumeration | PHI_Y |
enumeration | PHI_Z |
Used by |
Attributes | member_load_concentrated_local_moment/@direction, member_load_concentrated_moment/@direction, member_load_uniform_local_moment/@direction, member_load_uniform_moment/@direction, member_load_variable_local_moment/@direction, member_load_variable_moment/@direction, nodal_load_moment/@direction
Source |
    <xs:simpleType name="rotation_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="PHI_X"/>
        <xs:enumeration value="PHI_Y"/>
        <xs:enumeration value="PHI_Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type extrapolation_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | STOP |
enumeration | TEARING |
enumeration | YIELDING |
enumeration | CONTINUOUS |
Used by |
Attributes | diagram_extrapolation/@diagram_end, diagram_extrapolation/@diagram_start
Source |
    <xs:simpleType name="extrapolation_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="STOP"/>
        <xs:enumeration value="TEARING"/>
        <xs:enumeration value="YIELDING"/>
        <xs:enumeration value="CONTINUOUS"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type solver_model_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | PLATE |
enumeration | WALL_XY |
enumeration | WALL_XZ |
enumeration | WALL_XZ_PLANE_STRAIN |
enumeration | WALL_XZ_ROTATIONAL_SYMMETRY |
enumeration | SHELL |
enumeration | SHELL_TORSION |
enumeration | MEMBRANE |
Used by |
Attribute | solver_input/structure/global_settings/@model_type
Source |
    <xs:simpleType name="solver_model_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="PLATE"/>
        <xs:enumeration value="WALL_XY"/>
        <xs:enumeration value="WALL_XZ"/>
        <xs:enumeration value="WALL_XZ_PLANE_STRAIN"/>
        <xs:enumeration value="WALL_XZ_ROTATIONAL_SYMMETRY"/>
        <xs:enumeration value="SHELL"/>
        <xs:enumeration value="SHELL_TORSION"/>
        <xs:enumeration value="MEMBRANE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type semirigid_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | DEFAULT |
Used by |
Attribute | surface_modification_semirigid/@type
Source |
    <xs:simpleType name="semirigid_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="DEFAULT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type references_type

Namespace | No namespace
Diagram |
Used by |
Elements | contacts_deactivation/line_connections, contacts_deactivation/nodal_constraints, contacts_deactivation/surface_contacts, deactivation_type/members, deactivation_type/nodes, deactivation_type/solids, deactivation_type/subsoil_on_members, deactivation_type/subsoil_on_surfaces, deactivation_type/surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | optional |
Source |
    <xs:complexType name="references_type">
      <xs:attribute name="refs" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integer_references_type

Namespace | No namespace
Diagram |
Used by |
Element | moving_load_sequence/line_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | array_of_integer | optional |
Source |
    <xs:complexType name="integer_references_type">
      <xs:attribute name="refs" type="array_of_integer"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type references_type_deactivation

Namespace | No namespace
Diagram |
Used by |
Elements | line_release_deactivation/ids, line_release_deactivation/types, nodal_release_deactivation/ids, nodal_release_deactivation/types, surface_release_deactivation/ids, surface_release_deactivation/types
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
refs | references | optional |
Source |
    <xs:complexType name="references_type_deactivation">
      <xs:attribute name="refs" type="references"/>
      <xs:attribute name="deactivation_type" type="contact_deactivation_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type contact_deactivation_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | STIFFEN |
enumeration | TURN_OFF |
Used by |
Attributes | line_hinge_deactivation/@deactivation_type, member_hinge_deactivate/@deactivation_type, references_type_deactivation/@deactivation_type
Source |
    <xs:simpleType name="contact_deactivation_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="STIFFEN"/>
        <xs:enumeration value="TURN_OFF"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reference_type

Namespace | No namespace
Diagram |
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | optional |
Source |
    <xs:complexType name="reference_type">
      <xs:attribute name="ref" type="reference"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | duplicate_node, normal_node
Element | nodes/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="node_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type normal_node

Namespace | No namespace
Diagram |
Type | extension of node_base
Type hierarchy | node_base normal_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="normal_node">
      <xs:complexContent>
        <xs:extension base="node_base">
          <xs:attributeGroup ref="point_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type duplicate_node

Namespace | No namespace
Diagram |
Type | extension of node_base
Type hierarchy | node_base duplicate_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
original | reference | required |
Source |
    <xs:complexType name="duplicate_node">
      <xs:complexContent>
        <xs:extension base="node_base">
          <xs:attribute name="original" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diagram_xy_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | diagram_xy, diagram_xy_function, diagram_xy_ref
Elements | function_for_reference/item, spring_diagram/diagram_force_displacement, spring_diagram_coupled/diagram_force_displacement, spring_scaffold_hinge/diagram_force_displacement, spring_scaffold_hinge_uy_uz/diagram_force_displacement, stiffness_diagram/diagram_force_spring_constant, time_dependent_analysis_setting_function/function
Source |
    <xs:complexType name="diagram_xy_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diagram_xy

Namespace | No namespace
Diagram |
Type | extension of diagram_xy_base
Type hierarchy | diagram_xy_base diagram_xy
Used by |
Elements | curve_creep/curve_creep, curve_relaxation/curve_relaxation, diagram_dynamic_increase_factor_strain_rate/diagram_dynamic_increase_factor_strain_rate, line_hinge_force_moment_diagram/diagram_force_negative_moment, line_hinge_force_moment_diagram/diagram_force_positive_moment, material_developer/diagram_1, material_developer/diagram_2, material_developer/diagram_3, material_initial_strain_base/initial_strain_diagram, material_isotropic_anisotropic_damage_concrete/diagram_stress_strain, material_isotropic_damage_faria/diagram_stress_strain, material_isotropic_damage_mazars/diagram_stress_strain, material_isotropic_nonlinear_elastic_drucker_prager/diagram_stress_strain, material_isotropic_nonlinear_elastic_mises/diagram_stress_strain, material_isotropic_nonlinear_elastic_mohr_coulomb/diagram_stress_strain, material_isotropic_nonlinear_elastic_tresca/diagram_stress_strain, material_isotropic_plastic_drucker_prager/diagram_stress_strain, material_isotropic_plastic_member/diagram_stress_strain, material_isotropic_plastic_membrane_drucker_prager/diagram_stress_strain, material_isotropic_plastic_membrane_mises/diagram_stress_strain, material_isotropic_plastic_membrane_mohr_coulomb/diagram_stress_strain, material_isotropic_plastic_membrane_tresca/diagram_stress_strain, material_isotropic_plastic_mises/diagram_stress_strain, material_isotropic_plastic_mohr_coulomb/diagram_stress_strain, material_isotropic_plastic_tresca/diagram_stress_strain, material_isotropic_reinforcement/diagram_stress_strain, microstructure_part_type/diagram, rankine_hill_diagram/diagram_stress_strain_x, rankine_hill_diagram/diagram_stress_strain_y, surface_load_according_inclination_snow/snow_shape_coefficient_diagram
Complex Type | response_spectrum_diagram
Model | node+
Children | node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
Source |
    <xs:complexType name="diagram_xy">
      <xs:complexContent>
        <xs:extension base="diagram_xy_base">
          <xs:sequence>
            <xs:element name="node" minOccurs="1" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Minimum 2 body, nebo 1 bod za podmínek, že jsou definovány obě hodnoty extrapolation_type a nejsou obě hodnoty stejné a ani jedna znich není typu: CONTINUOUS.</xs:documentation>
                <xs:documentation xml:lang="en">Minimum 2 points, or 1 point under the conditions that both extrapolation_type values are defined and both values are not the same and neither of them is of type: CONTINUOUS.</xs:documentation>
              </xs:annotation>
              <xs:complexType>
                <xs:attributeGroup ref="point_xy"/>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attributeGroup ref="diagram_extrapolation"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diagram_xy_ref

Namespace | No namespace
Diagram |
Type | extension of diagram_xy_base
Type hierarchy | diagram_xy_base diagram_xy_ref
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:complexType name="diagram_xy_ref">
      <xs:complexContent>
        <xs:extension base="diagram_xy_base">
          <xs:attribute name="ref" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diagram_xy_function

Namespace | No namespace
Diagram |
Type | extension of diagram_xy_base
Type hierarchy | diagram_xy_base diagram_xy_function
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition | xs:string | required |
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
time_limit | xs:double | optional |
Source |
    <xs:complexType name="diagram_xy_function">
      <xs:complexContent>
        <xs:extension base="diagram_xy_base">
          <xs:attribute name="definition" type="xs:string" use="required"/>
          <xs:attribute name="time_limit" type="xs:double"/>
          <xs:attributeGroup ref="diagram_extrapolation"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodes

Namespace | No namespace
Diagram |
Used by |
Elements | crack/nodes, geotechnical_surfaces/nodes, opening/nodes, solver_input/structure/nodes
Model | node+
Children | node
Source |
    <xs:complexType name="nodes">
      <xs:sequence>
        <xs:element name="node" type="node_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_xy

Namespace | No namespace
Diagram |
Used by |
Element | nodes_xy/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:complexType name="node_xy">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attributeGroup ref="point_xy"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_yz

Namespace | No namespace
Diagram |
Used by |
Element | nodes_yz/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="node_yz">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attributeGroup ref="point_yz"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodes_yz

Namespace | No namespace
Diagram |
Used by |
Element | member_section_geometry/nodes
Model | node+
Children | node
Source |
    <xs:complexType name="nodes_yz">
      <xs:sequence>
        <xs:element name="node" type="node_yz" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodes_xy

Namespace | No namespace
Diagram |
Used by |
Element | min_curvature_surface/nodes
Model | node+
Children | node
Source |
    <xs:complexType name="nodes_xy">
      <xs:sequence>
        <xs:element name="node" type="node_xy" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type eccentricity_3d

Namespace | No namespace
Diagram |
Used by |
Element | nodal_force_moment/eccentricity
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="eccentricity_3d">
      <xs:attributeGroup ref="point_3d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type eccentricity_2d

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/eccentricity_end, line_force_moment/eccentricity_start, member_force_moment/eccentricity_end, member_force_moment/eccentricity_start, moving_load_sequence/eccentricity
Attributes |
QName | Type | Use |
--- | --- | --- | ---
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="eccentricity_2d">
      <xs:attributeGroup ref="point_yz"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type eccentricity_2d_system

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/eccentricity, member_force_moment/eccentricity
Model | start{0,1} , end{0,1}
Children | end, start
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
system | system_type | optional |
    Použitý souřadný systém. Defaultně: local.
    Coordinate system used. Default: local.
Source |
    <xs:complexType name="eccentricity_2d_system">
      <xs:sequence>
        <xs:element name="start" type="point_yz" minOccurs="0" maxOccurs="1"/>
        <xs:element name="end" type="point_yz" minOccurs="0" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="system" type="system_type" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Použitý souřadný systém. Defaultně: local.</xs:documentation>
          <xs:documentation xml:lang="en">Coordinate system used. Default: local.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type point_yz

Namespace | No namespace
Diagram |
Used by |
Elements | eccentricity_2d_system/end, eccentricity_2d_system/start, member_subsoil_type/eccentricity, plane_yz/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="point_yz">
      <xs:attribute name="id" type="id" use="optional"/>
      <xs:attributeGroup ref="point_yz"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type system_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LOCAL |
enumeration | GLOBAL |
Used by |
Attribute | eccentricity_2d_system/@system
Source |
    <xs:simpleType name="system_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LOCAL"/>
        <xs:enumeration value="GLOBAL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type projection_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ELEMENT |
enumeration | PROJECTION |
Used by |
Attributes | circular_force_linear_type/@on, circular_force_uniform_type/@on, concentrated_force_moment_type/@on, line_force_linear_type/@on, line_force_uniform_type/@on, line_force_variable_type/@on, member_load_uniform_force/@on, member_load_uniform_moment/@on, member_load_uniform_rotation/@on, member_load_uniform_strain/@on, member_load_variable_force/@on, member_load_variable_moment/@on, member_load_variable_rotation/@on, member_load_variable_strain/@on, polygon_force_linear_3nodes_type/@on, polygon_force_linear_in_type/@on, polygon_force_uniform_type/@on, surface_load_linear_3nodes_force/@on, surface_load_linear_3nodes_mass/@on, surface_load_linear_in_force/@on, surface_load_linear_in_mass/@on, surface_load_radial_force/@on, surface_load_radial_mass/@on, surface_load_uniform_force/@on, surface_load_uniform_mass/@on
Source |
    <xs:simpleType name="projection_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ELEMENT"/>
        <xs:enumeration value="PROJECTION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type distance_projection_type

Namespace | No namespace
Annotations |
    Určení vzdálenosti zatížení. Nepovinný údaj, default dle zadání atributu on. Dočastně dle systému.
    Determining the load distance. Optional data, default according to the entry of the on attribute. Partly according to the system.
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ELEMENT |
enumeration | PROJECTION |
Used by |
Attributes | member_load_concentrated_force/@distance_on, member_load_concentrated_moment/@distance_on, member_load_concentrated_rotation/@distance_on, member_load_concentrated_strain/@distance_on, member_load_variable_force/@distance_on, member_load_variable_moment/@distance_on, member_load_variable_rotation/@distance_on, member_load_variable_strain/@distance_on
Source |
    <xs:simpleType name="distance_projection_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Určení vzdálenosti zatížení. Nepovinný údaj, default dle zadání atributu on. Dočastně dle systému.</xs:documentation>
        <xs:documentation xml:lang="en">Determining the load distance. Optional data, default according to the entry of the on attribute. Partly according to the system.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:string">
        <xs:enumeration value="ELEMENT"/>
        <xs:enumeration value="PROJECTION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type distance_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | % |
enumeration | M |
Used by |
Attributes | analysis_influence/member_influence/@distance_type, line_force_variable_type/@type, line_local_force_variable_type/@type, member_imperfection_type/@type, member_imperfection_type_general_one/@type, member_load_concentrated_force/@type, member_load_concentrated_local_force/@type, member_load_concentrated_local_mass/@type, member_load_concentrated_local_moment/@type, member_load_concentrated_local_rotation/@type, member_load_concentrated_local_strain/@type, member_load_concentrated_moment/@type, member_load_concentrated_rotation/@type, member_load_concentrated_strain/@type, member_load_variable_force/@type, member_load_variable_local_force/@type, member_load_variable_local_mass/@type, member_load_variable_local_moment/@type, member_load_variable_local_rotation/@type, member_load_variable_local_strain/@type, member_load_variable_moment/@type, member_load_variable_rotation/@type, member_load_variable_strain/@type, member_load_variable_temperature/@type, member_mesh_refinement_distance/@type, node_on_member/@type, pile_definition/@distance_type
Source |
    <xs:simpleType name="distance_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="%"/>
        <xs:enumeration value="M"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type point_3d

Namespace | No namespace
Diagram |
Used by |
Elements | axes_rotation_nonparallel_to_line/point_1, axes_rotation_nonparallel_to_line/point_2, axes_rotation_to_vector_in_plane_defined_by_point/point, axes_rotation_to_vector_in_plane_normal_to_line/point_1, axes_rotation_to_vector_in_plane_normal_to_line/point_2, axis_rotation_to_point/point_1, axis_rotation_to_point/point_2, conical_line/start_point, cut_line_definition_plane/node, improved_reduced_system_base/node_coordinate, line_base/control_point, member_load_rotary_motion/axisnode1, member_load_rotary_motion/axisnode2, mesh_independent_connection_settings/refinement/block/node, mesh_independent_connection_settings/refinement/cylinder/node, nodal_mesh_refinement_base/point, releases_base/eccentricity, solid_axes_rotation_point_and_vector/point, solid_axes_rotation_two_point/point_1, solid_axes_rotation_two_point/point_2, surface_load_projection_in_ortogonal_direction_form_finding/node_1, surface_load_projection_in_ortogonal_direction_form_finding/node_2, surface_load_projection_in_ortogonal_direction_form_finding/node_3, surface_load_projection_in_radial_direction_form_finding/node_1, surface_load_projection_in_radial_direction_form_finding/node_2, surface_load_radial_force/axisnode1, surface_load_radial_force/axisnode2, surface_load_radial_local_force/axisnode1, surface_load_radial_local_force/axisnode2, surface_load_radial_local_mass/axisnode1, surface_load_radial_local_mass/axisnode2, surface_load_radial_local_temperature/axisnode1, surface_load_radial_local_temperature/axisnode2, surface_load_radial_mass/axisnode1, surface_load_radial_mass/axisnode2, surface_rotated_geometry_definition/axis_node_origin, surface_sag_type/sag_node_1, surface_sag_type/sag_node_2, surface_sag_type/sag_node_3, surface_section_variable_circle/center_circle, varying_load_along_perimeter_base/axisnode1, varying_load_along_perimeter_base/axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="point_3d">
      <xs:attributeGroup ref="point_3d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type vector_3d

Namespace | No namespace
Diagram |
Used by |
Elements | axes_rotation_parallel_to_surface/vector, axes_rotation_to_vector_in_plane/vector, conical_line/local_axis_x, conical_line/local_axis_y, improved_reduced_system_delta/delta, line_axes_direction_vectors/end_vector, line_axes_direction_vectors/start_vector, member_base/axis_z_direction, segment_type/axis_z_direction, solid_axes_rotation_point_and_vector/vector, solid_axes_rotation_two_vector/vector_1, solid_axes_rotation_two_vector/vector_2, surface_rotated_geometry_definition/vector_rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="vector_3d">
      <xs:attributeGroup ref="vector_3d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type definable_plane_for_free_loads

Namespace | No namespace
Diagram |
Model | rotation
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="definable_plane_for_free_loads">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base"/>
      </xs:sequence>
      <xs:attributeGroup ref="point_3d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_base

Namespace | No namespace
Diagram |
Used by |
Elements | axis_rotation_parallel_to_coordinate_system/rotation, circular_force_linear_type/rotation, circular_force_uniform_type/rotation, concentrated_force_moment_type/rotation, definable_plane_for_free_loads/rotation, diaphragm_constraint/rotation, initial_sway_via_table/rotation, line_force_linear_type/rotation, line_force_uniform_type/rotation, line_force_variable_type/rotation, line_support_base/rotation, member_hinge_type/rotation, member_load_concentrated_force/rotation, member_load_concentrated_moment/rotation, member_load_concentrated_rotation/rotation, member_load_concentrated_strain/rotation, member_load_uniform_force/rotation, member_load_uniform_moment/rotation, member_load_uniform_rotation/rotation, member_load_uniform_strain/rotation, member_load_variable_force/rotation, member_load_variable_moment/rotation, member_load_variable_rotation/rotation, member_load_variable_strain/rotation, nodal_force_moment/rotation, nodal_support_column_nodal/rotation, nodal_support_general/rotation, plane_definable/rotation, polygon_force_linear_3nodes_type/rotation, polygon_force_linear_in_type/rotation, polygon_force_uniform_type/rotation, releases_base/additional_rotation, releases_base/rotation, solid_load_uniform_force/rotation, static_deformation/rotation, support_eccentricity/rotation, surface_load_linear_3nodes_force/rotation, surface_load_linear_3nodes_mass/rotation, surface_load_linear_in_force/rotation, surface_load_linear_in_mass/rotation, surface_load_radial_force/rotation, surface_load_radial_mass/rotation, surface_load_uniform_force/rotation, surface_support_type/rotation, varying_load_in_direction_base/coordinate_system, varying_load_in_direction_type/coordinate_system
Complex Types | quaternion, rotation_matrix, rotation_ref
Source |
    <xs:complexType name="rotation_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type surface_alignment_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | PLUS_Z |
enumeration | MINUS_Z |
Used by |
Attributes | surface_type_duplicate/@face_alignment, surface_type_standard/@face_alignment
Source |
    <xs:simpleType name="surface_alignment_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="PLUS_Z"/>
        <xs:enumeration value="MINUS_Z"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type member_code_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | EC |
enumeration | DIN |
enumeration | NEN |
Used by |
Attribute | static_analysis_attribute_group/@members_code
Source |
    <xs:simpleType name="member_code_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="EC"/>
        <xs:enumeration value="DIN"/>
        <xs:enumeration value="NEN"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type member_theory_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | TIMOSHENKO_DIFF_EQ |
enumeration | BERNOULLI_VARIATIONAL |
enumeration | TIMOSHENKO_2NODE_HERMITE_POLYNOMIAL |
enumeration | TIMOSHENKO_3NODE_LAGRANGE_POLYNOMIAL |
Source |
    <xs:simpleType name="member_theory_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="TIMOSHENKO_DIFF_EQ"/>
        <xs:enumeration value="BERNOULLI_VARIATIONAL"/>
        <xs:enumeration value="TIMOSHENKO_2NODE_HERMITE_POLYNOMIAL"/>
        <xs:enumeration value="TIMOSHENKO_3NODE_LAGRANGE_POLYNOMIAL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type weave_pattern_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | PLAIN |
enumeration | BASKET |
Used by |
Attributes | material_orthotropic_membrane_nonlinear_elastic_surface/@weave_pattern, material_woven_membrane_microstructure/@weave_pattern
Source |
    <xs:simpleType name="weave_pattern_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="PLAIN"/>
        <xs:enumeration value="BASKET"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type material_stiffness_matrix_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | TANGENT |
enumeration | ELASTIC |
Used by |
Attribute | material_isotropic_plastic_geotechnics_hoek_brown/@material_stiffness_matrix
Source |
    <xs:simpleType name="material_stiffness_matrix_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="TANGENT"/>
        <xs:enumeration value="ELASTIC"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type tasks

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/tasks
Model | task+
Children | task
Source |
    <xs:complexType name="tasks">
      <xs:sequence>
        <xs:element name="task" type="task_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_base

Namespace | No namespace
Diagram |
Used by |
Element | tasks/task
Complex Types | task_analysis, task_clean_result_files, task_clean_temporary_files, task_cut_lines, task_cutting_patterns, task_member_result_sections_regeneration, task_mesh_generation, task_min_curvature, task_sections
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="dependencies" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_mesh_generation

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_mesh_generation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
auto_mesh_refinement | xs:boolean | optional |
dependencies | references | optional |
id | id | required |
only_mesh | xs:boolean | optional |
Source |
    <xs:complexType name="task_mesh_generation">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="auto_mesh_refinement" type="xs:boolean"/>
          <xs:attribute name="only_mesh" type="xs:boolean"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_member_result_sections_regeneration

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_member_result_sections_regeneration
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_member_result_sections_regeneration">
      <xs:complexContent>
        <xs:extension base="task_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_analysis

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_analysis
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | reference | optional |
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_analysis">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="analysis" type="reference"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_sections

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_sections
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
section | reference | optional |
Source |
    <xs:complexType name="task_sections">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="section" type="reference"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_clean_result_files

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_clean_result_files
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analyses | references | optional |
dependencies | references | optional |
id | id | required |
mesh | references | optional |
sections | references | optional |
Source |
    <xs:complexType name="task_clean_result_files">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="mesh" type="references"/>
          <xs:attribute name="analyses" type="references"/>
          <xs:attribute name="sections" type="references"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_clean_temporary_files

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_clean_temporary_files
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_clean_temporary_files">
      <xs:complexContent>
        <xs:extension base="task_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_cut_lines

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_cut_lines
Attributes |
QName | Type | Use |
--- | --- | --- | ---
cut_lines | references | optional |
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_cut_lines">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="cut_lines" type="references"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_cutting_patterns

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_cutting_patterns
Attributes |
QName | Type | Use |
--- | --- | --- | ---
cutting_patterns_group | reference | optional |
dependencies | references | optional |
id | id | required |
Source |
    <xs:complexType name="task_cutting_patterns">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="cutting_patterns_group" type="reference"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type task_min_curvature

Namespace | No namespace
Diagram |
Type | extension of task_base
Type hierarchy | task_base task_min_curvature
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
dependencies | references | optional |
id | id | required |
surface | reference | optional |
    Odkaz na: solver_input/min_curvature_surfaces/surface[@id].
    Reference to: solver_input/min_curvature_surfaces/surface[@id].
Source |
    <xs:complexType name="task_min_curvature">
      <xs:complexContent>
        <xs:extension base="task_base">
          <xs:attribute name="surface" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/min_curvature_surfaces/surface[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/min_curvature_surfaces/surface[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_ref_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | quaternion_type, rotation_matrix_type
Element | rotation_type/rotation
Model | coordinate_origin{0,1}
Children | coordinate_origin
Source |
    <xs:complexType name="rotation_ref_base">
      <xs:sequence>
        <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type coordinate_origin

Namespace | No namespace
Diagram |
Used by |
Elements | quaternion/coordinate_origin, rotation_matrix/coordinate_origin, rotation_ref_base/coordinate_origin
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="coordinate_origin">
      <xs:attributeGroup ref="point_3d">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Souřadnice počátečního bodu pomocného souřadného systému.</xs:documentation>
        </xs:annotation>
      </xs:attributeGroup>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_matrix_type

Namespace | No namespace
Diagram |
Type | extension of rotation_ref_base
Type hierarchy | rotation_ref_base rotation_matrix_type
Model | coordinate_origin{0,1}
Children | coordinate_origin
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
r11 | xs:double | required |
r12 | xs:double | required |
r13 | xs:double | required |
r21 | xs:double | required |
r22 | xs:double | required |
r23 | xs:double | required |
r31 | xs:double | required |
r32 | xs:double | required |
r33 | xs:double | required |
Source |
    <xs:complexType name="rotation_matrix_type">
      <xs:complexContent>
        <xs:extension base="rotation_ref_base">
          <xs:attributeGroup ref="rotation_matrix"/>
          <xs:attribute name="id" type="id" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type quaternion_type

Namespace | No namespace
Diagram |
Type | extension of rotation_ref_base
Type hierarchy | rotation_ref_base quaternion_type
Model | coordinate_origin{0,1}
Children | coordinate_origin
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
w | xs:double | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="quaternion_type">
      <xs:complexContent>
        <xs:extension base="rotation_ref_base">
          <xs:attributeGroup ref="quaternion"/>
          <xs:attribute name="id" type="id" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_reference_base

Namespace | No namespace
Diagram |
Source |
    <xs:complexType name="rotation_reference_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_type

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/rotations
Model | rotation+
Children | rotation
Source |
    <xs:complexType name="rotation_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_ref_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_ref

Namespace | No namespace
Diagram |
Type | extension of rotation_base
Type hierarchy | rotation_base rotation_ref
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Odkaz na: solver_input/structure/rotations/rotation[@id].
    Reference to: solver_input/structure/rotations/rotation[@id].
Source |
    <xs:complexType name="rotation_ref">
      <xs:complexContent>
        <xs:extension base="rotation_base">
          <xs:attribute name="ref" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/rotations/rotation[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/rotations/rotation[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type quaternion

Namespace | No namespace
Diagram |
Type | extension of rotation_base
Type hierarchy | rotation_base quaternion
Model | coordinate_origin{0,1}
Children | coordinate_origin
Attributes |
QName | Type | Use |
--- | --- | --- | ---
w | xs:double | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="quaternion">
      <xs:complexContent>
        <xs:extension base="rotation_base">
          <xs:sequence>
            <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
            </xs:element>
          </xs:sequence>
          <xs:attributeGroup ref="quaternion"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_matrix

Namespace | No namespace
Diagram |
Type | extension of rotation_base
Type hierarchy | rotation_base rotation_matrix
Model | coordinate_origin{0,1}
Children | coordinate_origin
Attributes |
QName | Type | Use |
--- | --- | --- | ---
r11 | xs:double | required |
r12 | xs:double | required |
r13 | xs:double | required |
r21 | xs:double | required |
r22 | xs:double | required |
r23 | xs:double | required |
r31 | xs:double | required |
r32 | xs:double | required |
r33 | xs:double | required |
Source |
    <xs:complexType name="rotation_matrix">
      <xs:complexContent>
        <xs:extension base="rotation_base">
          <xs:sequence>
            <xs:element name="coordinate_origin" type="coordinate_origin" minOccurs="0">
            </xs:element>
          </xs:sequence>
          <xs:attributeGroup ref="rotation_matrix"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_angle

Namespace | No namespace
Diagram |
Used by |
Elements | line_base/rotation_angle, line_release/rotation_angle, member_base/rotation_angle
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
Source |
    <xs:complexType name="rotation_angle">
      <xs:attribute name="angle" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_angle_around_axis

Namespace | No namespace
Diagram |
Used by |
Element | line_support_local/rotation_angle
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
axis | translation_direction | required |
Source |
    <xs:complexType name="rotation_angle_around_axis">
      <xs:attribute name="axis" type="translation_direction" use="required"/>
      <xs:attribute name="angle" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotation_help_node

Namespace | No namespace
Diagram |
Used by |
Elements | line_base/rotation_help_node, line_release/rotation_help_node, member_base/rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | optional |
rotation_angle | xs:double | optional |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="rotation_help_node">
      <xs:attribute name="axis" type="axis_yz"/>
      <xs:attributeGroup ref="point_3d"/>
      <xs:attribute name="rotation_angle" type="xs:double">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Natočení liniového uvolnění kolem lokální osy x [rad].</xs:documentation>
          <xs:documentation xml:lang="en">Rotation line release around the local x-axis [rad].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type global_parameters

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/global_parameters
Model | global_parameter+
Children | global_parameter
Source |
    <xs:complexType name="global_parameters">
      <xs:sequence>
        <xs:element name="global_parameter" type="global_parameter" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type global_parameter

Namespace | No namespace
Diagram |
Used by |
Element | global_parameters/global_parameter
Attributes |
QName | Type | Use |
--- | --- | --- | ---
name | xs:string | required |
value | xs:double | required |
Source |
    <xs:complexType name="global_parameter">
      <xs:attribute name="name" type="xs:string" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type functions

Namespace | No namespace
Annotations |
    Funkce na které se lze odkazovat.
    Functions that can be referenced from else where.
Diagram |
Used by |
Elements | solver_input/functions, solver_input/structure/functions
Model | function+
Children | function
Source |
    <xs:complexType name="functions">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Funkce na které se lze odkazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Functions that can be referenced from else where.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="function" type="function_for_reference" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type function_for_reference

Namespace | No namespace
Annotations |
    Funkce na kterou se lze odkazovat.
    Function that can be referenced from else where.
Diagram |
Used by |
Elements | functions/function, solver_input/loading/time_diagram
Model | item
Children | item
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="function_for_reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Funkce na kterou se lze odkazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Function that can be referenced from else where.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="item" type="diagram_xy_base"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_visco_parameters

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/material_visco_parameters
Model | material_visco_parameter+
Children | material_visco_parameter
Source |
    <xs:complexType name="material_visco_parameters">
      <xs:sequence>
        <xs:element name="material_visco_parameter" type="material_visco_base" maxOccurs="unbounded">
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_visco_base

Namespace | No namespace
Diagram |
Used by |
Element | material_visco_parameters/material_visco_parameter
Complex Types | material_visco_isotropic_elastic_generalized_kelvin_chain, material_visco_isotropic_elastic_generalized_maxwell_chain, material_visco_isotropic_elastic_standard_linear_solid
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:complexType name="material_visco_base">
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
          <xs:documentation xml:lang="en">Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_initial_strains

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/material_initial_strains
Model | material_initial_strain+
Children | material_initial_strain
Source |
    <xs:complexType name="material_initial_strains">
      <xs:sequence>
        <xs:element name="material_initial_strain" type="material_initial_strain_base" maxOccurs="unbounded">
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_initial_strain_base

Namespace | No namespace
Diagram |
Used by |
Element | material_initial_strains/material_initial_strain
Complex Types | material_initial_strain_base_member, material_initial_strain_base_solid, material_initial_strain_base_surface
Model | initial_strain_diagram
Children | initial_strain_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:complexType name="material_initial_strain_base">
      <xs:sequence>
        <xs:element name="initial_strain_diagram" type="diagram_xy"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
          <xs:documentation xml:lang="en">Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_initial_strain_base_member

Namespace | No namespace
Diagram |
Type | extension of material_initial_strain_base
Type hierarchy | material_initial_strain_base material_initial_strain_base_member
Model | initial_strain_diagram
Children | initial_strain_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eps_x | xs:double | required |
eps_y | xs:double | required |
id | id | required |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:complexType name="material_initial_strain_base_member">
      <xs:complexContent>
        <xs:extension base="material_initial_strain_base">
          <xs:attribute name="eps_x" type="xs:double" use="required"/>
          <xs:attribute name="eps_y" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_initial_strain_base_surface

Namespace | No namespace
Diagram |
Type | extension of material_initial_strain_base
Type hierarchy | material_initial_strain_base material_initial_strain_base_surface
Model | initial_strain_diagram
Children | initial_strain_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eps_x | xs:double | required |
eps_y | xs:double | required |
id | id | required |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:complexType name="material_initial_strain_base_surface">
      <xs:complexContent>
        <xs:extension base="material_initial_strain_base">
          <xs:attribute name="eps_x" type="xs:double" use="required"/>
          <xs:attribute name="eps_y" type="xs:double" use="required"/>
          <!--<xs:attribute name="eps_y" type="xs:double" use="required"/>
            <xs:attribute name="kappa_y" type="xs:double" use="required"/>
            <xs:attribute name="kappa_z" type="xs:double" use="required"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_initial_strain_base_solid

Namespace | No namespace
Diagram |
Type | extension of material_initial_strain_base
Type hierarchy | material_initial_strain_base material_initial_strain_base_solid
Model | initial_strain_diagram
Children | initial_strain_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Source |
    <xs:complexType name="material_initial_strain_base_solid">
      <xs:complexContent>
        <xs:extension base="material_initial_strain_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_visco_isotropic_elastic_standard_linear_solid

Namespace | No namespace
Diagram |
Type | extension of material_visco_base
Type hierarchy | material_visco_base material_visco_isotropic_elastic_standard_linear_solid
Model | viscoelastic_properties
Children | viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Source |
    <xs:complexType name="material_visco_isotropic_elastic_standard_linear_solid">
      <xs:complexContent>
        <xs:extension base="material_visco_base">
          <xs:sequence>
            <!-- [TODO: WeisL 2019-08-13] Radeji bych pole koeficientu rozepsal do jednotlivych atributu. Nejde to validovat. Neni to popisne ani poradne popsane. Tento model neni v RFEMu5. -->
            <xs:element name="viscoelastic_properties" type="viscoelastic_parameters" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type viscoelastic_parameters

Namespace | No namespace
Annotations |
    https://en.wikipedia.org/wiki/Standard_linear_solid_model
Diagram |
Used by |
Elements | material_isotropic_visco_elastic_standard_linear_solid/viscoelastic_properties, material_visco_isotropic_elastic_standard_linear_solid/viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
e_modulus_one | double_positive | optional |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]
e_modulus_viscosity | double_positive | required |
    Tuhost pružiny, která je paralelně s pístem. [Pa]
eta | double_positive | required |
    Viskozita tekutiny uvnitř pístu. [Pa.s]
Source |
    <xs:complexType name="viscoelastic_parameters">
      <xs:annotation>
        <xs:documentation xml:lang="cs">https://en.wikipedia.org/wiki/Standard_linear_solid_model</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
      <!--<xs:complexContent>
          <xs:extension base="viscoelastic_properties_base">-->
      <xs:attribute name="eta" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Viskozita tekutiny uvnitř pístu. [Pa.s]</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="e_modulus_viscosity" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Tuhost pružiny, která je paralelně s pístem. [Pa]</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="e_modulus_one" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <!--</xs:extension>
        </xs:complexContent>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_visco_isotropic_elastic_generalized_maxwell_chain

Namespace | No namespace
Diagram |
Type | extension of material_visco_base
Type hierarchy | material_visco_base material_visco_isotropic_elastic_generalized_maxwell_chain
Model | viscoelastic_properties
Children | viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Source |
    <xs:complexType name="material_visco_isotropic_elastic_generalized_maxwell_chain">
      <xs:complexContent>
        <xs:extension base="material_visco_base">
          <xs:sequence>
            <xs:element name="viscoelastic_properties" type="viscoelastic_properties_relaxation_or_properities" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type viscoelastic_properties_relaxation_or_properities

Namespace | No namespace
Diagram |
Used by |
Elements | material_isotropic_visco_elastic_generalized_maxwell_chain/viscoelastic_properties, material_visco_isotropic_elastic_generalized_maxwell_chain/viscoelastic_properties
Complex Types | curve_relaxation, viscoelastic_parameters_relaxation
Source |
    <xs:complexType name="viscoelastic_properties_relaxation_or_properities">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_visco_isotropic_elastic_generalized_kelvin_chain

Namespace | No namespace
Diagram |
Type | extension of material_visco_base
Type hierarchy | material_visco_base material_visco_isotropic_elastic_generalized_kelvin_chain
Model | viscoelastic_properties
Children | viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Source |
    <xs:complexType name="material_visco_isotropic_elastic_generalized_kelvin_chain">
      <xs:complexContent>
        <xs:extension base="material_visco_base">
          <xs:sequence>
            <xs:element name="viscoelastic_properties" type="viscoelastic_properties_creep_or_properities" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type viscoelastic_properties_creep_or_properities

Namespace | No namespace
Diagram |
Used by |
Elements | material_isotropic_visco_elastic_generalized_kelvin_chain/viscoelastic_properties, material_visco_isotropic_elastic_generalized_kelvin_chain/viscoelastic_properties
Complex Types | curve_creep, viscoelastic_parameters_creep
Attributes |
QName | Type | Use |
--- | --- | --- | ---
aging | xs:boolean | required |
Source |
    <xs:complexType name="viscoelastic_properties_creep_or_properities">
      <xs:attribute name="aging" type="xs:boolean" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_static_base

Namespace | No namespace
Diagram |
Used by |
Complex Type | time_dependent_static
Element | material_isotropic_base/time_dependent_static
Source |
    <xs:complexType name="time_dependent_static_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_dynamic_base

Namespace | No namespace
Diagram |
Used by |
Complex Type | diagram_dynamic_increase_factor_strain_rate
Element | material_isotropic_base/time_dependent_dynamic
Source |
    <xs:complexType name="time_dependent_dynamic_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diagram_dynamic_increase_factor_strain_rate

Namespace | No namespace
Diagram |
Type | extension of time_dependent_dynamic_base
Type hierarchy | time_dependent_dynamic_base diagram_dynamic_increase_factor_strain_rate
Model | diagram_dynamic_increase_factor_strain_rate
Children | diagram_dynamic_increase_factor_strain_rate
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Source |
    <xs:complexType name="diagram_dynamic_increase_factor_strain_rate">
      <xs:complexContent>
        <xs:extension base="time_dependent_dynamic_base">
          <xs:sequence>
            <xs:element name="diagram_dynamic_increase_factor_strain_rate" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_static

Namespace | No namespace
Diagram |
Type | extension of time_dependent_static_base
Type hierarchy | time_dependent_static_base time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | required |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Source |
    <xs:complexType name="time_dependent_static">
      <xs:complexContent>
        <xs:extension base="time_dependent_static_base">
          <xs:attribute name="material_visco_parameter" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type materials

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/materials
Model | material+
Children | material
Source |
    <xs:complexType name="materials">
      <xs:sequence>
        <xs:element name="material" type="material_base" maxOccurs="unbounded">
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_base

Namespace | No namespace
Diagram |
Used by |
Element | materials/material
Complex Types | material_developer, material_gas, material_isotropic_base, material_isotropic_linear_elastic_stiffness_matrix, material_orthotropic_damage_sandhaas, material_orthotropic_linear_elastic_layer, material_orthotropic_linear_elastic_solid_stiffness_matrix, material_orthotropic_linear_elastic_stiffness_matrix_layer, material_orthotropic_linear_elastic_surface_stiffness_matrix, material_orthotropic_membrane_nonlinear_elastic_surface, material_orthotropic_plastic_rankine_hill_surface, material_orthotropic_plastic_tsai_wu_solid, material_orthotropic_plastic_tsai_wu_surface, material_orthotropic_plastic_weld_surface, material_soilin, material_thermal, material_woven_membrane_microstructure
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Source |
    <xs:complexType name="material_base">
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
          <xs:documentation xml:lang="en">Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="thermal_conductivity" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.</xs:documentation>
          <xs:documentation xml:lang="en">λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="heat_capacity" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.</xs:documentation>
          <xs:documentation xml:lang="en">C in (0, +infinity) [J/(kg*K)]. Heat capacity.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="permeability_coefficient" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Dx in (0, +infinity) [m/s]. Koeficient propustnosti.</xs:documentation>
          <xs:documentation xml:lang="en">Dx in (0, +infinity) [m/s]. Permeability Coefficient.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="diffusion_coefficient" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.</xs:documentation>
          <xs:documentation xml:lang="en">Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="dentisy" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">ρ_0 in (0, +infinity) [kg/m^3]. Hustota.</xs:documentation>
          <xs:documentation xml:lang="en">ρ_0 in (0, +infinity) [kg/m^3]. Density.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="creep" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Umožnění výpočtu lineárního creepu.</xs:documentation>
          <xs:documentation xml:lang="en">Enable of linear creep calculation.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_developer

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_developer
Model | diagram_1{0,1} , diagram_2{0,1} , diagram_3{0,1}
Children | diagram_1, diagram_2, diagram_3
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
array_double | array_of_double | optional |
    X položkové pole double
    .
array_int | array_of_integer | optional |
    X položkové pole integer
    .
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
dll | xs:int | required |
    Číslo dll, které bude voláno - číslování dle FEM_PNLIN.
    The dll number, that will be called - numbering according to FEM_PNLIN.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
sub_version | xs:int | required |
    Podverze materiálu.
    Subtype of material.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
version | xs:int | required |
    Typ materiálu.
    Type of material.
Source |
    <xs:complexType name="material_developer">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="diagram_1" type="diagram_xy" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="diagram_2" type="diagram_xy" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="diagram_3" type="diagram_xy" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
              <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).</xs:documentation>
              <xs:documentation xml:lang="en">G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
              <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minExclusive value="-1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
              <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dll" type="xs:int" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo dll, které bude voláno - číslování dle FEM_PNLIN.</xs:documentation>
              <xs:documentation xml:lang="en">The dll number, that will be called - numbering according to FEM_PNLIN.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="version" type="xs:int" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Type of material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="sub_version" type="xs:int" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Podverze materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Subtype of material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="array_int" type="array_of_integer">
            <xs:annotation>
              <xs:documentation xml:lang="cs">X položkové pole integer</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="array_double" type="array_of_double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">X položkové pole double</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_base

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_isotropic_base
Used by |
Complex Types | material_isotropic_anisotropic_damage_concrete, material_isotropic_damage_faria, material_isotropic_damage_mazars, material_isotropic_linear_elastic, material_isotropic_nonlinear_elastic_drucker_prager, material_isotropic_nonlinear_elastic_geotechnics_soil, material_isotropic_nonlinear_elastic_masonry_surface, material_isotropic_nonlinear_elastic_mises, material_isotropic_nonlinear_elastic_mohr_coulomb, material_isotropic_nonlinear_elastic_tresca, material_isotropic_nonlinear_elastic_without_wall_tension_surface, material_isotropic_plastic_drucker_prager, material_isotropic_plastic_geotechnics_hoek_brown, material_isotropic_plastic_geotechnics_modified_hardening_soil, material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan, material_isotropic_plastic_member, material_isotropic_plastic_membrane_drucker_prager, material_isotropic_plastic_membrane_mises, material_isotropic_plastic_membrane_mohr_coulomb, material_isotropic_plastic_membrane_tresca, material_isotropic_plastic_mises, material_isotropic_plastic_mohr_coulomb, material_isotropic_plastic_tresca, material_isotropic_reinforcement, material_isotropic_visco_elastic_generalized_kelvin_chain, material_isotropic_visco_elastic_generalized_maxwell_chain, material_isotropic_visco_elastic_standard_linear_solid
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_base">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="time_dependent_static" type="time_dependent_static_base" minOccurs="0"/>
            <xs:element name="time_dependent_dynamic" type="time_dependent_dynamic_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
              <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).</xs:documentation>
              <xs:documentation xml:lang="en">G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
              <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minExclusive value="-1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
              <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_soilin

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_soilin
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
structural_strength_coefficient | double_non_negative | optional |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Source |
    <xs:complexType name="material_soilin">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
              <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="shear_modulus" type="double_positive" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).</xs:documentation>
                <xs:documentation xml:lang="en">G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
          <xs:attribute name="poisson_ratio" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
              <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minExclusive value="-1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
                <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
          <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2</xs:documentation>
              <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type material_nonlinear_behavior_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Attributes | material_isotropic_plastic_drucker_prager/@nonlinear_behavior, material_isotropic_plastic_geotechnics_hoek_brown/@nonlinear_behavior, material_isotropic_plastic_geotechnics_modified_hardening_soil/@nonlinear_behavior, material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan/@nonlinear_behavior, material_isotropic_plastic_member/@nonlinear_behavior, material_isotropic_plastic_membrane_drucker_prager/@nonlinear_behavior, material_isotropic_plastic_membrane_mises/@nonlinear_behavior, material_isotropic_plastic_membrane_mohr_coulomb/@nonlinear_behavior, material_isotropic_plastic_membrane_tresca/@nonlinear_behavior, material_isotropic_plastic_mises/@nonlinear_behavior, material_isotropic_plastic_mohr_coulomb/@nonlinear_behavior, material_isotropic_plastic_tresca/@nonlinear_behavior, material_isotropic_reinforcement/@nonlinear_behavior, microstructure_part_type/@part_nonlinearity
Source |
    <xs:simpleType name="material_nonlinear_behavior_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ELASTIC">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Nelineárně elastické chování.</xs:documentation>
            <xs:documentation xml:lang="en">Nonlinear elastic behavior.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="PLASTIC">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Nelineárně plastické chování.</xs:documentation>
            <xs:documentation xml:lang="en">Nonlinear plastic behavior.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_linear_elastic

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_linear_elastic
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_linear_elastic">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_linear_elastic_layer

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_linear_elastic_layer
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_non_negative | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_non_negative | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
poisson_ratio_yx | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru x = t, když je aplikováno protažení ve směru y = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction x = t when an extension is applied in direction y = r.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Source |
    <xs:complexType name="material_orthotropic_linear_elastic_layer">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="elasticity_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_yx" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru x = t, když je aplikováno protažení ve směru y = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction x = t when an extension is applied in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_linear_elastic_stiffness_matrix_layer

Namespace | No namespace
Annotations |
    Cleny materialove matice tuhosti vrstvy. Ve vztazich pro vypocet clenu matice tuhosti nesmi figurovat vyska prurezu. Podmínka: nu_xy / E_x = nu_yx / E_y
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_linear_elastic_stiffness_matrix_layer
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
d11 | double_non_negative | required |
    d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).
    d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).
d12 | double_non_negative | required |
    d12 in (0, +infinity) [Pa].  d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).
    d12 in (0, +infinity) [Pa].  d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).
d13 | double_non_negative | required |
    d13 in (0, +infinity) [Pa].  d13 = 0.
    d13 in (0, +infinity) [Pa].  d13 = 0.
d22 | double_non_negative | required |
    d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).
    d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).
d23 | double_non_negative | required |
    d23 in (0, +infinity) [Pa].  d23 = 0.
    d23 in (0, +infinity) [Pa].  d23 = 0.
d33 | double_non_negative | required |
    d33 in (0, +infinity) [Pa].  d33 = G_xy.
    d33 in (0, +infinity) [Pa].  d33 = G_xy.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Source |
    <xs:complexType name="material_orthotropic_linear_elastic_stiffness_matrix_layer">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Cleny materialove matice tuhosti vrstvy. Ve vztazich pro vypocet clenu matice tuhosti nesmi figurovat vyska prurezu. Podmínka: nu_xy / E_x = nu_yx / E_y</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d11" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).</xs:documentation>
              <xs:documentation xml:lang="en">d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d22" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).</xs:documentation>
              <xs:documentation xml:lang="en">d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d33" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d33 in (0, +infinity) [Pa]. d33 = G_xy.</xs:documentation>
              <xs:documentation xml:lang="en">d33 in (0, +infinity) [Pa]. d33 = G_xy.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d12" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d12 in (0, +infinity) [Pa]. d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).</xs:documentation>
              <xs:documentation xml:lang="en">d12 in (0, +infinity) [Pa]. d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d13" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d13 in (0, +infinity) [Pa]. d13 = 0.</xs:documentation>
              <xs:documentation xml:lang="en">d13 in (0, +infinity) [Pa]. d13 = 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d23" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d23 in (0, +infinity) [Pa]. d23 = 0.</xs:documentation>
              <xs:documentation xml:lang="en">d23 in (0, +infinity) [Pa]. d23 = 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_linear_elastic_stiffness_matrix

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_isotropic_linear_elastic_stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_linear_elastic_stiffness_matrix">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
              <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_damage_sandhaas

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_damage_sandhaas
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_non_negative | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_non_negative | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
elasticity_modulus_z | double_non_negative | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z=l (podélný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis z=l (longitudinal).
hardening_modulus_x | double_non_negative | required |
    H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.
    H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.
hardening_modulus_y | double_non_negative | required |
    H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.
    H_y in [0, +infinity> [Pa]. Hardening modulus along axis y.
hardening_modulus_z | double_non_negative | required |
    H_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.
    H_z in [0, +infinity> [Pa]. Hardening modulus along axis y.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
poisson_ratio_xz | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.
poisson_ratio_yz | xs:double | required |
    nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.
    nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z=l when an extension is applied in direction y = t.
shear_fracture_energy_xy | double_positive | required |
    GF_S_XY in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xy [Nm/m^2].
    GF_S_XY in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xy [Nm/m^2].
shear_fracture_energy_xz | double_positive | required |
    GF_S_XZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xz [Nm/m^2].
    GF_S_XZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xz [Nm/m^2].
shear_fracture_energy_yz | double_positive | required |
    GF_S_YZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině yz [Nm/m^2].
    GF_S_YZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane yz [Nm/m^2].
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
tensile_fracture_energy_x | double_positive | required |
    GF_T_X in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru x [Nm/m^2].
    GF_T_X in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction x [Nm/m^2].
tensile_fracture_energy_y | double_positive | required |
    GF_T_Y in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru y [Nm/m^2].
    GF_T_Y in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction y [Nm/m^2].
tensile_fracture_energy_z | double_positive | required |
    GF_T_Z in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru z [Nm/m^2].
    GF_T_Z in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction z [Nm/m^2].
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
thermal_expansion_coefficient_z | double_non_negative | required |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
ultimate_compressive_strength_x | double_positive | required |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
ultimate_compressive_strength_y | double_positive | required |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
ultimate_compressive_strength_z | double_positive | required |
    f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélný, f_c0k).
    f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).
ultimate_shear_strength_xy | double_positive | required |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
ultimate_shear_strength_xz | double_positive | required |
    f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = r (f_vk).
    f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = r (f_vk).
ultimate_shear_strength_yz | double_positive | required |
    f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).
    f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).
ultimate_tensile_strength_x | double_positive | required |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
ultimate_tensile_strength_y | double_positive | required |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
ultimate_tensile_strength_z | double_positive | required |
    f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = l (tečná, f_t0k).
    f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = l (tečná, f_t0k).
Source |
    <xs:complexType name="material_orthotropic_damage_sandhaas">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z=l (podélný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis z=l (longitudinal).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_yz" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.</xs:documentation>
              <xs:documentation xml:lang="en">nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z=l when an extension is applied in direction y = t.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xz" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">H_y in [0, +infinity> [Pa]. Hardening modulus along axis y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">H_z in [0, +infinity> [Pa]. Hardening modulus along axis y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélný, f_c0k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = l (tečná, f_t0k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = l (tečná, f_t0k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = r (f_vk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = r (f_vk).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tensile_fracture_energy_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_T_X in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru x [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_T_X in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction x [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tensile_fracture_energy_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_T_Y in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru y [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_T_Y in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction y [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tensile_fracture_energy_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_T_Z in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru z [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_T_Z in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction z [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_fracture_energy_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_S_YZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině yz [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_S_YZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane yz [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_fracture_energy_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_S_XZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xz [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_S_XZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xz [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_fracture_energy_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">GF_S_XY in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xy [Nm/m^2].</xs:documentation>
              <xs:documentation xml:lang="en">GF_S_XY in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xy [Nm/m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_linear_elastic_surface_stiffness_matrix

Namespace | No namespace
Annotations |
    Ortotropní lineárně elastický materiál, který je kompatibilní jen s plochami definovanými pomocí matice tuhosti: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_stiffness_matrix"].
    Orthotropic linear elastic material that is compatible only with surfaces defined by stiffness matrix: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_stiffness_matrix"].
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_linear_elastic_surface_stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Source |
    <xs:complexType name="material_orthotropic_linear_elastic_surface_stiffness_matrix">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Ortotropní lineárně elastický materiál, který je kompatibilní jen s plochami definovanými pomocí matice tuhosti: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_stiffness_matrix"].</xs:documentation>
        <xs:documentation xml:lang="en">Orthotropic linear elastic material that is compatible only with surfaces defined by stiffness matrix: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_stiffness_matrix"].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_linear_elastic_solid_stiffness_matrix

Namespace | No namespace
Annotations |
    Ortotropní lineárně elastický materiál včetně definice tělesové matice tuhosti.
    Orthotropic linear elastic material including definition solid stiffness matrix.
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_linear_elastic_solid_stiffness_matrix
Model | stiffness_matrix
Children | stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
thermal_expansion_coefficient_z | double_non_negative | required |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
Source |
    <xs:complexType name="material_orthotropic_linear_elastic_solid_stiffness_matrix">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Ortotropní lineárně elastický materiál včetně definice tělesové matice tuhosti.</xs:documentation>
        <xs:documentation xml:lang="en">Orthotropic linear elastic material including definition solid stiffness matrix.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="stiffness_matrix" type="solid_stiffness_matrix_type"/>
          </xs:sequence>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_stiffness_matrix_type

Namespace | No namespace
Diagram |
Used by |
Element | material_orthotropic_linear_elastic_solid_stiffness_matrix/stiffness_matrix
Attributes |
QName | Type | Use |
--- | --- | --- | ---
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d33 | double_positive | required |
d44 | double_positive | required |
d55 | double_positive | required |
d66 | double_positive | required |
Source |
    <xs:complexType name="solid_stiffness_matrix_type">
      <xs:attribute name="d11" type="double_positive" use="required"/>
      <xs:attribute name="d22" type="double_positive" use="required"/>
      <xs:attribute name="d33" type="double_positive" use="required"/>
      <xs:attribute name="d44" type="double_positive" use="required"/>
      <xs:attribute name="d55" type="double_positive" use="required"/>
      <xs:attribute name="d66" type="double_positive" use="required"/>
      <xs:attribute name="d12" type="xs:double" use="required"/>
      <xs:attribute name="d13" type="xs:double" use="required"/>
      <xs:attribute name="d23" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_gas

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_gas
Model | specific_weight
Children | specific_weight
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Source |
    <xs:complexType name="material_gas">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="specific_weight" type="double_non_negative">
              <xs:annotation>
                <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
                <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_mises

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_mises
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_mises">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_tresca

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_tresca
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_tresca">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_drucker_prager

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_drucker_prager
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_drucker_prager">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_mohr_coulomb

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_mohr_coulomb
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_mohr_coulomb">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_masonry_surface

Namespace | No namespace
Annotations |
    Isotropní nelineárně elastický materiál, který je kompatibilní jen s plochami: solver_input/structure/surfaces/surface[@section].
    Isotropic nonlinear elastic material that is compatible only with surfaces: solver_input/structure/surfaces/surface[@section].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_masonry_surface
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
hardening_modulus | double_positive | required |
    H in (0, +infinity> [Pa]. Modul zpevnění.
    H in (0, +infinity> [Pa]. Hardening modulus.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
ultimate_tensile_strength_x | double_positive | required |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x.
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x.
ultimate_tensile_strength_y | double_positive | required |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y.
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_masonry_surface">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní nelineárně elastický materiál, který je kompatibilní jen s plochami: solver_input/structure/surfaces/surface[@section].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic nonlinear elastic material that is compatible only with surfaces: solver_input/structure/surfaces/surface[@section].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="hardening_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H in (0, +infinity> [Pa]. Modul zpevnění.</xs:documentation>
              <xs:documentation xml:lang="en">H in (0, +infinity> [Pa]. Hardening modulus.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_without_wall_tension_surface

Namespace | No namespace
Annotations |
    Isotropní nelineárně elastický materiál, který je kompatibilní jen s plochami: solver_input/structure/surfaces/surface[@section].
    Isotropic nonlinear elastic material that is compatible only with surfaces: solver_input/structure/surfaces/surface[@section].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_without_wall_tension_surface
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_without_wall_tension_surface">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní nelineárně elastický materiál, který je kompatibilní jen s plochami: solver_input/structure/surfaces/surface[@section].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic nonlinear elastic material that is compatible only with surfaces: solver_input/structure/surfaces/surface[@section].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_nonlinear_elastic_geotechnics_soil

Namespace | No namespace
Annotations |
    .
    .
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_nonlinear_elastic_geotechnics_soil
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cohesion | double_non_negative | required |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
e_oedometric_reference | double_non_negative | required |
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
friction_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
m_power | double_non_negative | required |
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
pressure_reference | double_non_negative | required |
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
shear_modus_initial_reference | double_non_negative | optional |
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
shear_strainthreshold | double_non_negative | optional |
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
structural_strength_coefficient | double_non_negative | required |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_nonlinear_elastic_geotechnics_soil">
      <xs:annotation>
        <xs:documentation xml:lang="cs">.</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cohesion" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="friction_angle" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="e_oedometric_reference" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
              <xs:documentation xml:lang="en">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="pressure_reference" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
              <xs:documentation xml:lang="en">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="m_power" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
              <xs:documentation xml:lang="en">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.</xs:documentation>
              <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modus_initial_reference" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
              <xs:documentation xml:lang="en">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_strainthreshold" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
              <xs:documentation xml:lang="en">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_member

Namespace | No namespace
Annotations |
    Isotropní plastický materiál, který je kompatibilní jen s pruty: solver_input/structure/members/member[@section].
    Isotropic plastic material that is compatible only with members: solver_input/structure/members/member[@section].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_member
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain , tension_stiffening{0,1}
Children | diagram_stress_strain, tension_stiffening, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
damage | xs:boolean | optional |
    Vzít v úvahu poškození materiálu?: false = ne, true = ano.
    Take damage into account?: false = no, true = yes.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_member">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál, který je kompatibilní jen s pruty: solver_input/structure/members/member[@section].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material that is compatible only with members: solver_input/structure/members/member[@section].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="damage" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vzít v úvahu poškození materiálu?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Take damage into account?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type tension_stiffening_base

Namespace | No namespace
Diagram |
Used by |
Elements | material_isotropic_anisotropic_damage_concrete/tension_stiffening, material_isotropic_damage_faria/tension_stiffening, material_isotropic_damage_mazars/tension_stiffening, material_isotropic_plastic_member/tension_stiffening
Complex Types | tension_stiffening_modified_quast, tension_stiffening_quast
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:complexType name="tension_stiffening_base">
      <xs:attribute name="calculational_axial_tensile_strength" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.</xs:documentation>
          <xs:documentation xml:lang="en">real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="exponent_tension_stiffening" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.</xs:documentation>
          <xs:documentation xml:lang="en">real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_mises

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_mises
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_mises">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_tresca

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_tresca
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_tresca">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_drucker_prager

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_drucker_prager
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_drucker_prager">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_mohr_coulomb

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_mohr_coulomb
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_mohr_coulomb">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_classic
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cohesion | double_non_negative | required |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
dilatancy_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
friction_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cohesion" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="friction_angle" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dilatancy_angle" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
              <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_geotechnics_mohr_coulomb_classic

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan material_isotropic_plastic_geotechnics_mohr_coulomb_classic
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cohesion | double_non_negative | required |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
dilatancy_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
friction_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_geotechnics_mohr_coulomb_classic">
      <xs:complexContent>
        <xs:extension base="material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_geotechnics_hoek_brown

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_geotechnics_hoek_brown
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
dilatancy_a_g_parameter | double_positive | required |
    Parametr v rozmezí [0.5, 1.0] [-].
    Parameter in [0.5, 1.0] [-].
dilatancy_m_b_g_parameter | double_non_negative | required |
    Parametr v rozmezí [0, +infinity] [-].
    Parameter in [0, +infinity] [-].
dilatancy_s_g_parameter | double_non_negative | required |
    Parametr v rozmezí [0, +infinity] [-].
    Parameter in [0, +infinity] [-].
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
material_stiffness_matrix | material_stiffness_matrix_type | required |
    Typ algoritmu (matice tuhosti)?: tangent = 0 (default), elastic = 1.
    Type of algorithm (stiffness matrix)?: tangent = 0 (default), elastic = 1..
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
strength_a_parameter | double_positive | required |
    Parametr pevnosti v rozmezí [0.5, 1.0] [-].
    Strength parameter in [0.5, 1.0] [-].
strength_m_b_parameter | double_non_negative | required |
    Parametr pevnosti v rozmezí [0, +infinity] [-].
    Strength parameter in [0, +infinity] [-].
strength_s_parameter | double_non_negative | required |
    Parametr pevnosti v rozmezí [0, +infinity] [-].
    Strength parameter in [0, +infinity] [-].
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
ultimate_compressive_strength_intact_rock | double_positive | required |
    Strength in (0, +infinity) [Pa]. Jednoosa pevnost v tlaku neporusenych kusu horniny.
    Strength in (0, +infinity) [Pa]. Uni-axial compressive strength of the intact rock.
Source |
    <xs:complexType name="material_isotropic_plastic_geotechnics_hoek_brown">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_intact_rock" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Strength in (0, +infinity) [Pa]. Jednoosa pevnost v tlaku neporusenych kusu horniny.</xs:documentation>
              <xs:documentation xml:lang="en">Strength in (0, +infinity) [Pa]. Uni-axial compressive strength of the intact rock.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="intact_rock_parameter" type="double_positive" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Intact rock in (0, +infinity) [-]. Pevnostni parametr neporusene horniny pro vrcholove podminky.</xs:documentation>
                <xs:documentation xml:lang="en">Intact rock in (0, +infinity) [-]. Intact rock parameter.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
            <xs:attribute name="geological_strength_index" type="double_non_negative" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Index in [0, 100] [-]. Hodnota z klasifikace hornin GSI (geological strength index).</xs:documentation>
                <xs:documentation xml:lang="en">Index in [0, 100] [-]. Geological strength index.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
            <xs:attribute name="disturbance_factor" type="double_non_negative" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Factor in [0, 1] [-]. Koeficient poruseni horninoveho masivu.</xs:documentation>
                <xs:documentation xml:lang="en">Factor in [0, 1] [-]. Disturbance factor.</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
          <xs:attribute name="strength_m_b_parameter" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0, +infinity] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Strength parameter in [0, +infinity] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="strength_s_parameter" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0, +infinity] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Strength parameter in [0, +infinity] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="strength_a_parameter" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0.5, 1.0] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Strength parameter in [0.5, 1.0] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dilatancy_m_b_g_parameter" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr v rozmezí [0, +infinity] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Parameter in [0, +infinity] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dilatancy_s_g_parameter" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr v rozmezí [0, +infinity] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Parameter in [0, +infinity] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dilatancy_a_g_parameter" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Parametr v rozmezí [0.5, 1.0] [-].</xs:documentation>
              <xs:documentation xml:lang="en">Parameter in [0.5, 1.0] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_stiffness_matrix" type="material_stiffness_matrix_type" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ algoritmu (matice tuhosti)?: tangent = 0 (default), elastic = 1.</xs:documentation>
              <xs:documentation xml:lang="en">Type of algorithm (stiffness matrix)?: tangent = 0 (default), elastic = 1..</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_geotechnics_modified_hardening_soil

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_geotechnics_modified_hardening_soil
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1}
Children | time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
a_mat | double_non_negative | optional |
    a_mat v (0, 1.0) [-]. Parametr smykového zpevnění. Na vstupu vždy a_mat nebo e_50_reference.
    a_mat in (0, 1.0) [-]. Shear hardening parameter.  Input a_mat or e_50_reference.
cohesion | double_non_negative | required |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
dilatancy_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
e_50_reference | double_non_negative | optional |
    e_50_reference v (0, +infinity) [Pa]. Referenční sečnová tuhost odpovídající 50% MC ultimate deviatoric stress v referenčním napětí. Na vstupu vždy a_mat nebo e_50_reference.
    e_50_reference in (0, +infinity) [Pa]. Reference secant stiffness corresponding to 50% of the Mohr-Coulomb's ultimate deviatoric stress at reference stress. Input a_mat or e_50_reference.
e_oedometric_reference | double_non_negative | required |
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
e_unloading_reference | double_non_negative | required |
    e_unloading_reference v (0, +infinity) [Pa]. Referenční tečná tuhost pro odtěžování / znovu přitížení.
    e_unloading_reference in (0, +infinity) [Pa]. Reference tangent stiffness for unloading / reloading.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
friction_angle | double_non_negative | required |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
m_power | double_non_negative | required |
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | required |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
overconsolidation_ratio | restriction of xs:double | optional |
    Overconsolidation ratio v (1, +infinity) [-]. Konstantní poměr mezi vertikálním napětím a geostatickým napětím. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.
    Overconsolidation ratio in (1, +infinity) [-]. Constant ratio between initial vertical stress and the geostatic stress. Input preoverburden_pressre or overconsolidation_ratio..
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
poisson_ratio_unloading | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel pro odtěžování / znovu přitížení.
    nu in (-1.0, +0.5) [-]. Poisson's ratio for unloading / reloading.
preoverburden_pressure | double_non_negative | optional |
    Preoverburden_pressure v (0, +infinity) [Pa]. Konstantní offset počátečního vertikálního napětí od tohoto tlaku. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.
    Preoverburden_pressure in (0, +infinity) [Pa]. Constant offset of initial vertical stress by this pressure. Input preoverburden_pressure or overconsolidation_ratio.
pressure_reference | double_non_negative | required |
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
shear_modulus_initial_reference | double_non_negative | optional |
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
shear_strain_threshold | double_non_negative | optional |
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
structural_strength_coefficient | double_non_negative | required |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.
tension_cut_off_enabled | xs:boolean | required |
    Uvažovat nulovou pevnost v tahu (tzv. tension cut-off) v případě nenulové soudržnosti?: false = ne, true = ano.
    Consider zero tensile strength (so-called tension cut-off) in case of non-zero cohesion?: false = no, true = yes.
tension_cut_off_strength | double_non_negative | optional |
    Tahová pevnost v (0, +infinity) [Pa] pro tension cut-off.
    Tensile strength in (0, +infinity) [Pa] for tension cut-off.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_geotechnics_modified_hardening_soil">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cohesion" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="friction_angle" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
              <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dilatancy_angle" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
              <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tension_cut_off_enabled" type="xs:boolean" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Uvažovat nulovou pevnost v tahu (tzv. tension cut-off) v případě nenulové soudržnosti?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Consider zero tensile strength (so-called tension cut-off) in case of non-zero cohesion?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tension_cut_off_strength" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tahová pevnost v (0, +infinity) [Pa] pro tension cut-off.</xs:documentation>
              <xs:documentation xml:lang="en">Tensile strength in (0, +infinity) [Pa] for tension cut-off.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="e_oedometric_reference" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
              <xs:documentation xml:lang="en">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="pressure_reference" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
              <xs:documentation xml:lang="en">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="m_power" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
              <xs:documentation xml:lang="en">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.</xs:documentation>
              <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="a_mat" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">a_mat v (0, 1.0) [-]. Parametr smykového zpevnění. Na vstupu vždy a_mat nebo e_50_reference.</xs:documentation>
              <xs:documentation xml:lang="en">a_mat in (0, 1.0) [-]. Shear hardening parameter. Input a_mat or e_50_reference.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="e_50_reference" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">e_50_reference v (0, +infinity) [Pa]. Referenční sečnová tuhost odpovídající 50% MC ultimate deviatoric stress v referenčním napětí. Na vstupu vždy a_mat nebo e_50_reference.</xs:documentation>
              <xs:documentation xml:lang="en">e_50_reference in (0, +infinity) [Pa]. Reference secant stiffness corresponding to 50% of the Mohr-Coulomb's ultimate deviatoric stress at reference stress. Input a_mat or e_50_reference.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="e_unloading_reference" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">e_unloading_reference v (0, +infinity) [Pa]. Referenční tečná tuhost pro odtěžování / znovu přitížení.</xs:documentation>
              <xs:documentation xml:lang="en">e_unloading_reference in (0, +infinity) [Pa]. Reference tangent stiffness for unloading / reloading.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_unloading" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel pro odtěžování / znovu přitížení.</xs:documentation>
              <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio for unloading / reloading.</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minExclusive value="-1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
          <xs:attribute name="preoverburden_pressure" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Preoverburden_pressure v (0, +infinity) [Pa]. Konstantní offset počátečního vertikálního napětí od tohoto tlaku. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.</xs:documentation>
              <xs:documentation xml:lang="en">Preoverburden_pressure in (0, +infinity) [Pa]. Constant offset of initial vertical stress by this pressure. Input preoverburden_pressure or overconsolidation_ratio.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="overconsolidation_ratio" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Overconsolidation ratio v (1, +infinity) [-]. Konstantní poměr mezi vertikálním napětím a geostatickým napětím. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.</xs:documentation>
              <xs:documentation xml:lang="en">Overconsolidation ratio in (1, +infinity) [-]. Constant ratio between initial vertical stress and the geostatic stress. Input preoverburden_pressre or overconsolidation_ratio..</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minInclusive value="1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
          <xs:attribute name="shear_modulus_initial_reference" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
              <xs:documentation xml:lang="en">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_strain_threshold" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
              <xs:documentation xml:lang="en">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_membrane_mises

Namespace | No namespace
Annotations |
    Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].
    Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_membrane_mises
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_membrane_mises">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_membrane_tresca

Namespace | No namespace
Annotations |
    Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].
    Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_membrane_tresca
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_membrane_tresca">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_membrane_drucker_prager

Namespace | No namespace
Annotations |
    Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].
    Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_membrane_drucker_prager
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_membrane_drucker_prager">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_plastic_membrane_mohr_coulomb

Namespace | No namespace
Annotations |
    Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].
    Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_plastic_membrane_mohr_coulomb
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_plastic_membrane_mohr_coulomb">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál, který je kompatibilní jen s plochami typu membrána: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material that is compatible only with surfaces type membrane: solver_input/structure/surfaces/surface[@membrane="true"].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení není povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is not allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_plastic_tsai_wu_surface

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_plastic_tsai_wu_surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_positive | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
hardening_modulus_x | double_non_negative | required |
    H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).
    H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).
hardening_modulus_y | double_non_negative | required |
    H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).
    H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y =  t (tangential).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
ultimate_compressive_strength_x | double_positive | required |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
ultimate_compressive_strength_y | double_positive | required |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
ultimate_shear_strength_xy | double_positive | required |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
ultimate_tensile_strength_x | double_positive | required |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
ultimate_tensile_strength_y | double_positive | required |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
Source |
    <xs:complexType name="material_orthotropic_plastic_tsai_wu_surface">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_plastic_tsai_wu_solid

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_plastic_tsai_wu_solid
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_positive | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
elasticity_modulus_z | double_positive | required |
    E_z in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z = l (podélný).
    E_z in (0, +infinity) [Pa]. Modulus of elasticity along axis z = l (longitudinal).
hardening_modulus_x | double_non_negative | required |
    H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).
    H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).
hardening_modulus_y | double_non_negative | required |
    H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).
    H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y =  t (tangential).
hardening_modulus_z | double_non_negative | required |
    H_z, E_p_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy z = l (podélný).
    H_z, E_p_z in [0, +infinity> [Pa]. Hardening modulus along axis z =  l (longitudinal).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
poisson_ratio_xz | xs:double | required |
    nu_xz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.
    nu_xz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.
poisson_ratio_yz | xs:double | required |
    nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.
    nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction y = t.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
thermal_expansion_coefficient_z | double_non_negative | required |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
ultimate_compressive_strength_x | double_positive | required |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
ultimate_compressive_strength_y | double_positive | required |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
ultimate_compressive_strength_z | double_positive | required |
    f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélná, f_c0k).
    f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).
ultimate_shear_strength_xy | double_positive | required |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
ultimate_shear_strength_xz | double_positive | required |
    f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy x = r (f_vk).
    f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction x = r (f_vk).
ultimate_shear_strength_yz | double_positive | required |
    f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).
    f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).
ultimate_tensile_strength_x | double_positive | required |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
ultimate_tensile_strength_y | double_positive | required |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
ultimate_tensile_strength_z | double_positive | required |
    f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = t (podélná, f_t0k).
    f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = t (longitudinal, f_t0k).
Source |
    <xs:complexType name="material_orthotropic_plastic_tsai_wu_solid">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_z in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z = l (podélný).</xs:documentation>
              <xs:documentation xml:lang="en">E_z in (0, +infinity) [Pa]. Modulus of elasticity along axis z = l (longitudinal).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_yz" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.</xs:documentation>
              <xs:documentation xml:lang="en">nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction y = t.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xz" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_z" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_z, E_p_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy z = l (podélný).</xs:documentation>
              <xs:documentation xml:lang="en">H_z, E_p_z in [0, +infinity> [Pa]. Hardening modulus along axis z = l (longitudinal).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélná, f_c0k).</xs:documentation>
              <xs:documentation xml:lang="en">f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_z" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = t (podélná, f_t0k).</xs:documentation>
              <xs:documentation xml:lang="en">f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = t (longitudinal, f_t0k).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy x = r (f_vk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction x = r (f_vk).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
              <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_plastic_weld_surface

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_plastic_weld_surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x.
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x.
elasticity_modulus_y | double_non_negative | required |
    E_y in [0, +infinity) [Pa]. Modul pružnosti ve směru osy y. Vždy je roven 0.
    E_y in [0, +infinity) [Pa]. Modulus of elasticity along axis y. Always equals 0.
hardening_modulus_x | double_non_negative | required |
    H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.
    H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.
hardening_modulus_y | double_non_negative | required |
    H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y. Vždy je roven 0.
    H_y in [0, +infinity> [Pa]. Hardening modulus along axis y. Always equals 0.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
parameter_x | double_positive | required |
    P_X in [1, 10] [-].
    P_X in [1, 10] [-].
parameter_x_xz | double_non_negative | required |
    P_X_XZ = 0 [-].
    P_X_XZ = 0 [-].
parameter_xy | double_positive | required |
    P_XY in [1, 10] [-].
    P_XY in [1, 10] [-].
parameter_xz | double_positive | required |
    P_XZ in [1, 10] [-].
    P_XZ in [1, 10] [-].
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    POISSON_XY in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x. Vždy je roven 0.
    POISSON_XY in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y=t when an extension is applied in direction x. Always equals 0.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y v rovině jejíž normála je ve směru x.
    G_XY in (0, +infinity) [Pa]. Shear modulus in direction y on the plane whose normal is in direction x.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x.
    G_XZ in (0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction x.
shear_modulus_yz | double_non_negative | required |
    G_yz in [0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x. Vždy je roven 0.
    G_YZ in [0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction y. Always equals 0.
specific_weight | double_non_negative | required |
    in [0, +infinity) [N/m^3]. Objemová tíha.
    in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis x.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y. Vždy je roven 0.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis y. Always equals 0.
yield_strength_equivalent | double_positive | required |
    F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.
    F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.
yield_strength_x | double_positive | required |
    F_X in (0, +infinity) [Pa]. Yield strength along axis x.
    F_X in (0, +infinity) [Pa]. Yield strength along axis x.
Source |
    <xs:complexType name="material_orthotropic_plastic_weld_surface">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in [0, +infinity) [Pa]. Modul pružnosti ve směru osy y. Vždy je roven 0.</xs:documentation>
              <xs:documentation xml:lang="en">E_y in [0, +infinity) [Pa]. Modulus of elasticity along axis y. Always equals 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in [0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x. Vždy je roven 0.</xs:documentation>
              <xs:documentation xml:lang="en">G_YZ in [0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction y. Always equals 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x.</xs:documentation>
              <xs:documentation xml:lang="en">G_XZ in (0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y v rovině jejíž normála je ve směru x.</xs:documentation>
              <xs:documentation xml:lang="en">G_XY in (0, +infinity) [Pa]. Shear modulus in direction y on the plane whose normal is in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">POISSON_XY in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x. Vždy je roven 0.</xs:documentation>
              <xs:documentation xml:lang="en">POISSON_XY in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y=t when an extension is applied in direction x. Always equals 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y. Vždy je roven 0.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis y. Always equals 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y. Vždy je roven 0.</xs:documentation>
              <xs:documentation xml:lang="en">H_y in [0, +infinity> [Pa]. Hardening modulus along axis y. Always equals 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="yield_strength_equivalent" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.</xs:documentation>
              <xs:documentation xml:lang="en">F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="yield_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">F_X in (0, +infinity) [Pa]. Yield strength along axis x.</xs:documentation>
              <xs:documentation xml:lang="en">F_X in (0, +infinity) [Pa]. Yield strength along axis x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="parameter_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">P_X in [1, 10] [-].</xs:documentation>
              <xs:documentation xml:lang="en">P_X in [1, 10] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="parameter_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">P_XZ in [1, 10] [-].</xs:documentation>
              <xs:documentation xml:lang="en">P_XZ in [1, 10] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="parameter_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">P_XY in [1, 10] [-].</xs:documentation>
              <xs:documentation xml:lang="en">P_XY in [1, 10] [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="parameter_x_xz" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">P_X_XZ = 0 [-].</xs:documentation>
              <xs:documentation xml:lang="en">P_X_XZ = 0 [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_plastic_rankine_hill_surface

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_plastic_rankine_hill_surface
Model | parameters
Children | parameters
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_positive | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio_xy | xs:double | required |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
shear_modulus_xz | double_positive | required |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
shear_modulus_yz | double_positive | required |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Source |
    <xs:complexType name="material_orthotropic_plastic_rankine_hill_surface">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="parameters" type="rankine_hill_parameters_base">
              <xs:annotation>
                <xs:documentation xml:lang="cs">
                </xs:documentation>
                <xs:documentation xml:lang="en">
                </xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
              <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rankine_hill_parameters_base

Namespace | No namespace
Diagram |
Used by |
Element | material_orthotropic_plastic_rankine_hill_surface/parameters
Complex Types | rankine_hill_diagram, rankine_hill_strength
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alpha_coefficient | double_positive | required |
    alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).
beta_coefficient | restriction of xs:double | required |
gamma_coefficient | double_positive | required |
    gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).
Source |
    <xs:complexType name="rankine_hill_parameters_base">
      <xs:attribute name="alpha_coefficient" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs"/>
          <xs:documentation xml:lang="en">alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="beta_coefficient" use="required">
        <xs:simpleType>
          <xs:annotation>
            <xs:documentation xml:lang="cs"/>
            <xs:documentation xml:lang="en">beta_coefficient in (-2.0, 2.0). Beta coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 47).</xs:documentation>
          </xs:annotation>
          <xs:restriction base="xs:double">
            <xs:minExclusive value="-2"/>
            <xs:maxExclusive value="2"/>
          </xs:restriction>
        </xs:simpleType>
      </xs:attribute>
      <xs:attribute name="gamma_coefficient" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs"/>
          <xs:documentation xml:lang="en">gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rankine_hill_diagram

Namespace | No namespace
Diagram |
Type | extension of rankine_hill_parameters_base
Type hierarchy | rankine_hill_parameters_base rankine_hill_diagram
Model | diagram_stress_strain_x , diagram_stress_strain_y
Children | diagram_stress_strain_x, diagram_stress_strain_y
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alpha_coefficient | double_positive | required |
    alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).
beta_coefficient | restriction of xs:double | required |
gamma_coefficient | double_positive | required |
    gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).
Source |
    <xs:complexType name="rankine_hill_diagram">
      <xs:complexContent>
        <xs:extension base="rankine_hill_parameters_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain_x" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="diagram_stress_strain_y" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rankine_hill_strength

Namespace | No namespace
Diagram |
Type | extension of rankine_hill_parameters_base
Type hierarchy | rankine_hill_parameters_base rankine_hill_strength
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alpha_coefficient | double_positive | required |
    alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).
beta_coefficient | restriction of xs:double | required |
compressive_fracture_energy_x | double_positive | required |
    in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction x.
compressive_fracture_energy_y | double_positive | required |
    in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction y.
compressive_plastic_strain_peak | double_positive | required |
    in (0, +infinity) [-]. Plactic strain (hardenig curve) at peak compressive stress.
gamma_coefficient | double_positive | required |
    gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).
tensile_fracture_energy_x | double_positive | required |
    in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction x.
tensile_fracture_energy_y | double_positive | required |
    in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction y.
ultimate_compressive_strength_x | double_positive | required |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.
ultimate_compressive_strength_y | double_positive | required |
    in (0, +infinity) [Pa]. Ultimate compressive strength in direction x.
ultimate_tensile_strength_x | double_positive | required |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction x.
ultimate_tensile_strength_y | double_positive | required |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.
Source |
    <xs:complexType name="rankine_hill_strength">
      <xs:complexContent>
        <xs:extension base="rankine_hill_parameters_base">
          <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate compressive strength in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="compressive_plastic_strain_peak" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [-]. Plactic strain (hardenig curve) at peak compressive stress.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tensile_fracture_energy_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="tensile_fracture_energy_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="compressive_fracture_energy_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction x.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="compressive_fracture_energy_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">
              </xs:documentation>
              <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction y.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_damage_mazars

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_damage_mazars
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain , tension_stiffening{0,1}
Children | diagram_stress_strain, tension_stiffening, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
reference_element_size | double_non_negative | required |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_damage_mazars">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
              <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_damage_faria

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_damage_faria
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain , tension_stiffening{0,1}
Children | diagram_stress_strain, tension_stiffening, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
reference_element_size | double_non_negative | required |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_damage_faria">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
              <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_anisotropic_damage_concrete

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_anisotropic_damage_concrete
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain , tension_stiffening{0,1}
Children | diagram_stress_strain, tension_stiffening, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
reference_element_size | double_non_negative | required |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_anisotropic_damage_concrete">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="tension_stiffening" type="tension_stiffening_base" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">.</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
              <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_reinforcement

Namespace | No namespace
Annotations |
    Isotropní plastický materiál pro výztuž, který je kompatibilní jen s vrstevnatým průřezem plochy: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_laminated"]. Pro prutové průřezy se tento materiál převádí na: material_isotropic_plastic_member, při převodu se berou jen potřebné paramtery.
    Isotropic plastic material for reinforcement that is compatible only with laminated surface cross-section: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_laminated"]. For member sections is this material converted to:  material_isotropic_plastic_member, converting only the necessary parameters.
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_reinforcement
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , diagram_stress_strain
Children | diagram_stress_strain, time_dependent_dynamic, time_dependent_static
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
nonlinear_behavior | material_nonlinear_behavior_type | optional |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_reinforcement">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Isotropní plastický materiál pro výztuž, který je kompatibilní jen s vrstevnatým průřezem plochy: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_laminated"]. Pro prutové průřezy se tento materiál převádí na: material_isotropic_plastic_member, při převodu se berou jen potřebné paramtery.</xs:documentation>
        <xs:documentation xml:lang="en">Isotropic plastic material for reinforcement that is compatible only with laminated surface cross-section: solver_input/structure/surface_sections/surface_section[@xsi:type="surface_section_laminated"]. For member sections is this material converted to: material_isotropic_plastic_member, converting only the necessary parameters.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="diagram_stress_strain" type="diagram_xy">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pracovní diagram je funkce definována polylinií. Přetržení je povoleno.</xs:documentation>
                <xs:documentation xml:lang="en">Stress-strain diagram is function defined by a polyline. Tearing is allowed.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
              <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_woven_membrane_microstructure

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_woven_membrane_microstructure
Model | fibers , links , supports
Children | fibers, links, supports
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cover_elasticity_modulus | double_positive | required |
    Modul pružnosti materiálu krycí vrstvy.
    Cover material elasticity modulus.
cover_poisson_ratio | xs:double | required |
    Poissonův součinitel materiálu krycí vrstvy.
    Cover material Poisson's ratio.
cover_thickness | double_positive | required |
    Tloušťka materiálu krycí vrstvy.
    Cover material thickness.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_positive | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
height_1 | double_positive | required |
    Výška vzepětí vláken osnovy.
    Warp fibers rise.
height_2 | double_positive | required |
    Výška vzepětí vláken útku.
    Weft fibers rise.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
length_x | double_positive | required |
    Délka mikrostruktury ve směru osy x.
    Microstructure length along the x-axis.
length_y | double_positive | required |
    Délka mikrostruktury ve směru osy y.
    Microstructure length along the y-axis.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
weave_pattern | weave_pattern_type | required |
    Typ mezo/mikro struktury tkaniny.
    Weave technology.
Source |
    <xs:complexType name="material_woven_membrane_microstructure">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="fibers" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Vlákna mikrostruktury.</xs:documentation>
                <xs:documentation xml:lang="en">Microstructure Fibers.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="links" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Vzpěry mikrostruktury.</xs:documentation>
                <xs:documentation xml:lang="en">Microstructure Links.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="supports" type="microstructure_part_type" minOccurs="1" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Podpory mikrostruktury.</xs:documentation>
                <xs:documentation xml:lang="en">Microstructure Supports.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="weave_pattern" type="weave_pattern_type" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ mezo/mikro struktury tkaniny.</xs:documentation>
              <xs:documentation xml:lang="en">Weave technology.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="length_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Délka mikrostruktury ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">Microstructure length along the x-axis.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="length_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Délka mikrostruktury ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">Microstructure length along the y-axis.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="height_1" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Výška vzepětí vláken osnovy.</xs:documentation>
              <xs:documentation xml:lang="en">Warp fibers rise.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="height_2" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Výška vzepětí vláken útku.</xs:documentation>
              <xs:documentation xml:lang="en">Weft fibers rise.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cover_elasticity_modulus" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Modul pružnosti materiálu krycí vrstvy.</xs:documentation>
              <xs:documentation xml:lang="en">Cover material elasticity modulus.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cover_poisson_ratio" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Poissonův součinitel materiálu krycí vrstvy.</xs:documentation>
              <xs:documentation xml:lang="en">Cover material Poisson's ratio.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cover_thickness" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tloušťka materiálu krycí vrstvy.</xs:documentation>
              <xs:documentation xml:lang="en">Cover material thickness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type microstructure_part_type

Namespace | No namespace
Diagram |
Used by |
Elements | material_woven_membrane_microstructure/fibers, material_woven_membrane_microstructure/links, material_woven_membrane_microstructure/supports
Model | diagram
Children | diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
part_nonlinearity | material_nonlinear_behavior_type | required |
    Typ nelinearity části mikrostruktury.
    Microstructure part nonlinearity type.
Source |
    <xs:complexType name="microstructure_part_type">
      <xs:sequence>
        <xs:element name="diagram" type="diagram_xy" minOccurs="1" maxOccurs="1">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Pracovní diagram části mikrostruktury.</xs:documentation>
            <xs:documentation xml:lang="en">Stress-strain diagram of microstructure part.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="part_nonlinearity" type="material_nonlinear_behavior_type" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Typ nelinearity části mikrostruktury.</xs:documentation>
          <xs:documentation xml:lang="en">Microstructure part nonlinearity type.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_orthotropic_membrane_nonlinear_elastic_surface

Namespace | No namespace
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_orthotropic_membrane_nonlinear_elastic_surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
RVE_length_height_ratio | double_positive | required |
    R in (0, +infinity) [-]. Poměr délky ku tloušťce RVE.
    R in (0, +infinity) [-]. Length to height ratio of RVE.
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus_x | double_positive | required |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
elasticity_modulus_y | double_positive | required |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
shear_modulus_xy | double_positive | required |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient_x | double_non_negative | required |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
thermal_expansion_coefficient_y | double_non_negative | required |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
weave_pattern | weave_pattern_type | required |
    Typ mezo/mikro struktury tkaniny.
    Weave technology.
Source |
    <xs:complexType name="material_orthotropic_membrane_nonlinear_elastic_surface">
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:attribute name="weave_pattern" type="weave_pattern_type" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ mezo/mikro struktury tkaniny.</xs:documentation>
              <xs:documentation xml:lang="en">Weave technology.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
              <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
              <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
              <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="RVE_length_height_ratio" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">R in (0, +infinity) [-]. Poměr délky ku tloušťce RVE.</xs:documentation>
              <xs:documentation xml:lang="en">R in (0, +infinity) [-]. Length to height ratio of RVE.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="specific_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
              <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_visco_elastic_standard_linear_solid

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_visco_elastic_standard_linear_solid
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , viscoelastic_properties
Children | time_dependent_dynamic, time_dependent_static, viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_visco_elastic_standard_linear_solid">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <!-- [TODO: WeisL 2019-08-13] Radeji bych pole koeficientu rozepsal do jednotlivych atributu. Nejde to validovat. Neni to popisne ani poradne popsane. Tento model neni v RFEMu5. -->
            <xs:element name="viscoelastic_properties" type="viscoelastic_parameters" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_visco_elastic_generalized_maxwell_chain

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_visco_elastic_generalized_maxwell_chain
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , viscoelastic_properties
Children | time_dependent_dynamic, time_dependent_static, viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_visco_elastic_generalized_maxwell_chain">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="viscoelastic_properties" type="viscoelastic_properties_relaxation_or_properities" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_isotropic_visco_elastic_generalized_kelvin_chain

Namespace | No namespace
Diagram |
Type | extension of material_isotropic_base
Type hierarchy | material_base material_isotropic_base material_isotropic_visco_elastic_generalized_kelvin_chain
Model | time_dependent_static{0,1} , time_dependent_dynamic{0,1} , viscoelastic_properties
Children | time_dependent_dynamic, time_dependent_static, viscoelastic_properties
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
elasticity_modulus | double_positive | required |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
only_linear_elastic | xs:boolean | optional |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
saturated_specific_weight | double_non_negative | optional |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
shear_modulus | double_positive | required |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
specific_weight | double_non_negative | required |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
thermal_expansion_coefficient | double_non_negative | required |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Source |
    <xs:complexType name="material_isotropic_visco_elastic_generalized_kelvin_chain">
      <xs:complexContent>
        <xs:extension base="material_isotropic_base">
          <xs:sequence>
            <xs:element name="viscoelastic_properties" type="viscoelastic_properties_creep_or_properities" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="only_linear_elastic" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
              <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type curve_creep

Namespace | No namespace
Annotations |
    Křivka dotvarování (Kelvin). Relaxační křivka je vždy klesající.
Diagram |
Type | extension of viscoelastic_properties_creep_or_properities
Type hierarchy | viscoelastic_properties_creep_or_properities curve_creep
Model | curve_creep
Children | curve_creep
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
aging | xs:boolean | required |
number_chain_elements | xs:unsignedInt | optional |
    Defaultní hodnota 7
    Default value 7
Source |
    <xs:complexType name="curve_creep">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Křivka dotvarování (Kelvin). Relaxační křivka je vždy klesající.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="viscoelastic_properties_creep_or_properities">
          <xs:sequence>
            <xs:element name="curve_creep" type="diagram_xy"/>
          </xs:sequence>
          <xs:attribute name="number_chain_elements" type="xs:unsignedInt" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Defaultní hodnota 7</xs:documentation>
              <xs:documentation xml:lang="en">Default value 7</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type viscoelastic_parameters_creep

Namespace | No namespace
Diagram |
Type | extension of viscoelastic_properties_creep_or_properities
Type hierarchy | viscoelastic_properties_creep_or_properities viscoelastic_parameters_creep
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
aging | xs:boolean | required |
e_modulus_one | double_positive | optional |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. Parametr in (0;+infinity) [Pa]. Pokud není uvedem bere se E modul se základní definice materiálu.
e_modulus_viscosity | array_of_double | required |
    Tuhost pružiny, která je paralelně s pístem. Parametr in (0;+infinity) [Pa]
eta | array_of_double | required |
    Viskozita tekutiny uvnitř pístu. Parametr in (0;+infinity) [Pa.s]
Source |
    <xs:complexType name="viscoelastic_parameters_creep">
      <xs:complexContent>
        <xs:extension base="viscoelastic_properties_creep_or_properities">
          <xs:attributeGroup ref="viscoelastic_properties"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type curve_relaxation

Namespace | No namespace
Annotations |
    Relaxační křivka (Maxwell). Dotvarovací křivka je vždy rostoucí.
Diagram |
Type | extension of viscoelastic_properties_relaxation_or_properities
Type hierarchy | viscoelastic_properties_relaxation_or_properities curve_relaxation
Model | curve_relaxation
Children | curve_relaxation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
number_chain_elements | xs:unsignedInt | optional |
    Defaultní hodnota 7
    Default value 7
Source |
    <xs:complexType name="curve_relaxation">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relaxační křivka (Maxwell). Dotvarovací křivka je vždy rostoucí.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="viscoelastic_properties_relaxation_or_properities">
          <xs:sequence>
            <xs:element name="curve_relaxation" type="diagram_xy"/>
          </xs:sequence>
          <xs:attribute name="number_chain_elements" type="xs:unsignedInt" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Defaultní hodnota 7</xs:documentation>
              <xs:documentation xml:lang="en">Default value 7</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type viscoelastic_parameters_relaxation

Namespace | No namespace
Diagram |
Type | extension of viscoelastic_properties_relaxation_or_properities
Type hierarchy | viscoelastic_properties_relaxation_or_properities viscoelastic_parameters_relaxation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
e_modulus_one | double_positive | optional |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. Parametr in (0;+infinity) [Pa]. Pokud není uvedem bere se E modul se základní definice materiálu.
e_modulus_viscosity | array_of_double | required |
    Tuhost pružiny, která je paralelně s pístem. Parametr in (0;+infinity) [Pa]
eta | array_of_double | required |
    Viskozita tekutiny uvnitř pístu. Parametr in (0;+infinity) [Pa.s]
Source |
    <xs:complexType name="viscoelastic_parameters_relaxation">
      <xs:complexContent>
        <xs:extension base="viscoelastic_properties_relaxation_or_properities">
          <xs:attributeGroup ref="viscoelastic_properties"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_thermal

Namespace | No namespace
Annotations |
    Teplotní materiál. (nelze modifikovat, nelze navazovat na Result Combination)
    Thermal material. (cannot be modified, cannot continue fully on Result Combination)
Diagram |
Type | extension of material_base
Type hierarchy | material_base material_thermal
Model | material+
Children | material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep | xs:boolean | optional |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
dentisy | double_positive | optional |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
diffusion_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
heat_capacity | double_positive | optional |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
id | id | required |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
permeability_coefficient | double_positive | optional |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
thermal_conductivity | double_positive | optional |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Source |
    <xs:complexType name="material_thermal">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Teplotní materiál. (nelze modifikovat, nelze navazovat na Result Combination)</xs:documentation>
        <xs:documentation xml:lang="en">Thermal material. (cannot be modified, cannot continue fully on Result Combination)</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="material_base">
          <xs:sequence>
            <xs:element name="material" type="thermal_material_reference" minOccurs="1" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Materiály musí být seřazeny podle teploty od nejnižší po nejvyšší.</xs:documentation>
                <xs:documentation xml:lang="en">Materials must be sorted by temperature from lowest to highest.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type thermal_material_reference

Namespace | No namespace
Diagram |
Used by |
Element | material_thermal/material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
temperature | xs:double | required |
Source |
    <xs:complexType name="thermal_material_reference">
      <xs:attribute name="ref" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
          <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="temperature" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type tension_stiffening_quast

Namespace | No namespace
Diagram |
Type | extension of tension_stiffening_base
Type hierarchy | tension_stiffening_base tension_stiffening_quast
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
calculational_crack_strain | double_positive | required |
    real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).
    real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).
exponent_parabola | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).
    real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:complexType name="tension_stiffening_quast">
      <xs:complexContent>
        <xs:extension base="tension_stiffening_base">
          <xs:attribute name="calculational_crack_strain" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).</xs:documentation>
              <xs:documentation xml:lang="en">real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="exponent_parabola" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).</xs:documentation>
              <xs:documentation xml:lang="en">real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type tension_stiffening_modified_quast

Namespace | No namespace
Diagram |
Type | extension of tension_stiffening_base
Type hierarchy | tension_stiffening_base tension_stiffening_modified_quast
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculational_axial_tensile_strength | double_positive | required |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
exponent_tension_stiffening | double_positive | required |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Source |
    <xs:complexType name="tension_stiffening_modified_quast">
      <xs:complexContent>
        <xs:extension base="tension_stiffening_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type lines

Namespace | No namespace
Diagram |
Used by |
Elements | crack/lines, geotechnical_surfaces/lines, member_section_geometry/lines, min_curvature_surface/lines, opening/lines, solver_input/structure/lines
Model | line+
Children | line
Source |
    <xs:complexType name="lines">
      <xs:sequence>
        <xs:element name="line" type="line_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_base

Namespace | No namespace
Diagram |
Used by |
Element | lines/line
Complex Types | B_spline_line, arc_line, bezier_spline_line, circle_line, conical_line, cut_line, duplicate_line, inter_section_line, local_cubic_spline_line, nurbs_line, on_surface_line, poly_line, single_line, spline_line, traject_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="line_base">
      <xs:sequence>
        <xs:choice minOccurs="0" maxOccurs="unbounded">
          <!--Zapsané za prvním definičním uzlem-->
          <xs:element name="control_point" type="point_3d" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="node" type="reference" minOccurs="0" maxOccurs="unbounded"/>
        </xs:choice>
        <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Natočení linie kolem lokální osy x [rad].</xs:documentation>
            <xs:documentation xml:lang="en">Rotation line around the local x-axis [rad].</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
        <xs:element name="integrated_lines" type="integrate_line_to_line" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="nodes_on_line" type="references"/>
      <xs:attribute name="integrated_nodes_independent" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Integrace je možná pouze pro linie, které jsou membery.</xs:documentation>
          <xs:documentation xml:lang="en">Integrace is possible only for lines that are members.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="integrated_lines_independent" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Integrace je možná pouze pro linie, které jsou membery.</xs:documentation>
          <xs:documentation xml:lang="en">Integrace is possible only for lines that are members.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="persistent" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)</xs:documentation>
          <xs:documentation xml:lang="en">The given line will be divided even if it is not part of any finite element. (primarily for MVL)</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_to_line

Namespace | No namespace
Diagram |
Used by |
Elements | line_base/integrated_lines, member_type_beam/tendon
Model | start{0,1} , along{0,1} , end{0,1}
Children | along, end, start
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
ref | reference | required |
    Číslo integrovaného 1d objektu.
    Number of intergated 1d object.
Source |
    <xs:complexType name="integrate_line_to_line">
      <xs:group ref="integrate_line_to_line_group"/>
      <xs:attribute name="ref" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo integrovaného 1d objektu.</xs:documentation>
          <xs:documentation xml:lang="en">Number of intergated 1d object.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_to_line_ends_base

Namespace | No namespace
Diagram |
Used by |
Elements | integrate_line_to_line_group/end, integrate_line_to_line_group/start
Complex Types | integrate_line_continue, integrate_line_node, integrate_line_perpendicular, integrate_line_position
Source |
    <xs:complexType name="integrate_line_to_line_ends_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_to_line_along_base

Namespace | No namespace
Diagram |
Used by |
Element | integrate_line_to_line_group/along
Complex Types | along_line_perpendicular, along_line_relative
Source |
    <xs:complexType name="integrate_line_to_line_along_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type along_line_perpendicular

Namespace | No namespace
Annotations |
    Kolmice z master entity.
    Perpendiculars from master entity.
Diagram |
Type | extension of integrate_line_to_line_along_base
Type hierarchy | integrate_line_to_line_along_base along_line_perpendicular
Source |
    <xs:complexType name="along_line_perpendicular">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Kolmice z master entity.</xs:documentation>
        <xs:documentation xml:lang="en">Perpendiculars from master entity.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_along_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type along_line_relative

Namespace | No namespace
Annotations |
    Dělí se ve stejném poměru vzdáleností prvků jako master entita.
    It is divided in the same ratio of element distances as the master entity.
Diagram |
Type | extension of integrate_line_to_line_along_base
Type hierarchy | integrate_line_to_line_along_base along_line_relative
Source |
    <xs:complexType name="along_line_relative">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dělí se ve stejném poměru vzdáleností prvků jako master entita.</xs:documentation>
        <xs:documentation xml:lang="en">It is divided in the same ratio of element distances as the master entity.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_along_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_perpendicular

Namespace | No namespace
Annotations |
    Kolmice z master entity.
    Perpendiculars from master entity.
Diagram |
Type | extension of integrate_line_to_line_ends_base
Type hierarchy | integrate_line_to_line_ends_base integrate_line_perpendicular
Source |
    <xs:complexType name="integrate_line_perpendicular">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Kolmice z master entity.</xs:documentation>
        <xs:documentation xml:lang="en">Perpendiculars from master entity.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_ends_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_position

Namespace | No namespace
Annotations |
    Staničení od počátku / konce.
    Position from the start / end.
Diagram |
Type | extension of integrate_line_to_line_ends_base
Type hierarchy | integrate_line_to_line_ends_base integrate_line_position
Attributes |
QName | Type | Use |
--- | --- | --- | ---
position | xs:double | required |
Source |
    <xs:complexType name="integrate_line_position">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Staničení od počátku / konce.</xs:documentation>
        <xs:documentation xml:lang="en">Position from the start / end.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_ends_base">
          <xs:attribute name="position" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_node

Namespace | No namespace
Annotations |
    Připojení k uzlu.
    Connection to the node.
Diagram |
Type | extension of integrate_line_to_line_ends_base
Type hierarchy | integrate_line_to_line_ends_base integrate_line_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
Source |
    <xs:complexType name="integrate_line_node">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Připojení k uzlu.</xs:documentation>
        <xs:documentation xml:lang="en">Connection to the node.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_ends_base">
          <xs:attribute name="node" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type integrate_line_continue

Namespace | No namespace
Annotations |
    Pokračování integrace na jiné entitě (membru, ploše, solidu), je třeba nastavit stejnou integraci po délce a odkázat na které entitě se bude pokračovat.
    To continue integration on another entity (member, surface, solid), you need to set the same integration along and reference which entity to continue on.
Diagram |
Type | extension of integrate_line_to_line_ends_base
Type hierarchy | integrate_line_to_line_ends_base integrate_line_continue
Attributes |
QName | Type | Use |
--- | --- | --- | ---
entity | reference | required |
Source |
    <xs:complexType name="integrate_line_continue">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pokračování integrace na jiné entitě (membru, ploše, solidu), je třeba nastavit stejnou integraci po délce a odkázat na které entitě se bude pokračovat.</xs:documentation>
        <xs:documentation xml:lang="en">To continue integration on another entity (member, surface, solid), you need to set the same integration along and reference which entity to continue on.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="integrate_line_to_line_ends_base">
          <xs:attribute name="entity" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type duplicate_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base duplicate_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | optional |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
original | reference | required |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="duplicate_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="original" type="reference" use="required"/>
          <xs:attribute name="definition_nodes" type="references"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type single_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base single_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="single_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type poly_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base poly_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="poly_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type arc_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base arc_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="arc_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type circle_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base circle_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="circle_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type conical_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base conical_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines* , start_point , local_axis_x , local_axis_y
Children | control_point, integrated_lines, local_axis_x, local_axis_y, node, rotation_angle, rotation_help_node, start_point
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
constants | array_of_double | required |
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
line_type | line_type | required |
nodes_on_line | references | optional |
parameters | array_of_double | required |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="conical_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:sequence>
            <xs:element name="start_point" type="point_3d"/>
            <xs:element name="local_axis_x" type="vector_3d"/>
            <xs:element name="local_axis_y" type="vector_3d"/>
          </xs:sequence>
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="line_type" type="line_type" use="required"/>
          <xs:attribute name="parameters" type="array_of_double" use="required"/>
          <xs:attribute name="constants" type="array_of_double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type line_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ELLIPSE |
enumeration | PARABOLA |
enumeration | HYPERBOLA |
enumeration | SPLINE |
Used by |
Attribute | conical_line/@line_type
Source |
    <xs:simpleType name="line_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ELLIPSE"/>
        <xs:enumeration value="PARABOLA"/>
        <xs:enumeration value="HYPERBOLA"/>
        <xs:enumeration value="SPLINE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nurbs_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base nurbs_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines* , control_point_nurbs*
Children | control_point, control_point_nurbs, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_node_weights | array_of_double | required |
    Váhy definičních uzlů.
definition_nodes | references | required |
degree | reference | required |
    Stupeň křivky.
    Degree curve.
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
knot | array_of_double | required |
    Uzlový vektor.
    Knot vector.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="nurbs_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:sequence>
            <xs:element name="control_point_nurbs" type="control_point_nurbs" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="degree" type="reference" use="required">
            <!--TODO  [Michal] neměl by to být double?-->
            <xs:annotation>
              <xs:documentation xml:lang="cs">Stupeň křivky.</xs:documentation>
              <xs:documentation xml:lang="en">Degree curve.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="knot" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Uzlový vektor.</xs:documentation>
              <xs:documentation xml:lang="en">Knot vector.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="definition_node_weights" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Váhy definičních uzlů.</xs:documentation>
              <xs:documentation xml:lang="en"/>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type control_point_nurbs

Namespace | No namespace
Diagram |
Used by |
Elements | nurbs_line/control_point_nurbs, surface_nurbs_geometry_definition/control_point_nurbs
Attributes |
QName | Type | Use |
--- | --- | --- | ---
weight | double_non_negative | required |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="control_point_nurbs">
      <xs:attributeGroup ref="point_3d"/>
      <xs:attribute name="weight" type="double_non_negative" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spline_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base spline_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="spline_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type local_cubic_spline_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base local_cubic_spline_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="local_cubic_spline_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type bezier_spline_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base bezier_spline_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="bezier_spline_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type B_spline_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base B_spline_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
degree | reference | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="B_spline_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="degree" type="reference" use="required"/>
          <!--TODO  [Michal] neměl by to být double?-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type on_surface_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base on_surface_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
on_surface | reference | required |
parametric_coordinate_end | array_of_double | required |
parametric_coordinate_start | array_of_double | required |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="on_surface_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="on_surface" type="reference" use="required"/>
          <xs:attribute name="parametric_coordinate_start" type="array_of_double" use="required"/>
          <xs:attribute name="parametric_coordinate_end" type="array_of_double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type traject_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base traject_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
angle_rotation | xs:double | optional |
definition_nodes | references | required |
definition_trajectory | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Source |
    <xs:complexType name="traject_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="angle_rotation" type="xs:double"/>
          <xs:attribute name="definition_trajectory" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type inter_section_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base inter_section_line
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines*
Children | control_point, integrated_lines, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
accuracy_penetration | xs:double | optional |
definition_nodes | references | required |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
surfaces | references | required |
Source |
    <xs:complexType name="inter_section_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="surfaces" type="references" use="required"/>
          <xs:attribute name="accuracy_penetration" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cut_line

Namespace | No namespace
Diagram |
Type | extension of line_base
Type hierarchy | line_base cut_line
Used by |
Complex Types | cut_via_section, cut_via_two_lines
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines* , definition_plane , cutting_line_settings{0,1} , multicut_type{0,1}
Children | control_point, cutting_line_settings, definition_plane, integrated_lines, multicut_type, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cut_type | cut_line_types | optional |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
surfaces | references | optional |
    Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.
Source |
    <xs:complexType name="cut_line">
      <xs:complexContent>
        <xs:extension base="line_base">
          <xs:sequence>
            <xs:element name="definition_plane" type="cut_line_definition_plane"/>
            <xs:element name="cutting_line_settings" type="cutting_line_settings_base" minOccurs="0"/>
            <xs:element name="multicut_type" type="multicut_type_base" minOccurs="0"/>
          </xs:sequence>
          <!--<xs:attribute name="id" type="id" use="required">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Pod tímto číslem poběží generování linií.</xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
          <xs:attribute name="surfaces" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="cut_type" type="cut_line_types">
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cut_line_definition_plane

Namespace | No namespace
Diagram |
Used by |
Element | cut_line/definition_plane
Model | node{3,3}
Children | node
Source |
    <xs:complexType name="cut_line_definition_plane">
      <xs:sequence>
        <xs:element name="node" type="point_3d" minOccurs="3" maxOccurs="3"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cutting_line_settings_base

Namespace | No namespace
Diagram |
Used by |
Element | cut_line/cutting_line_settings
Complex Types | boundary_line, welding_line
Source |
    <xs:complexType name="cutting_line_settings_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type multicut_type_base

Namespace | No namespace
Diagram |
Used by |
Element | cut_line/multicut_type
Complex Types | according_guideline, parallel, rotated
Source |
    <xs:complexType name="multicut_type_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type cut_line_types

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | GEODESIC |
enumeration | SECTION |
Used by |
Attribute | cut_line/@cut_type
Source |
    <xs:simpleType name="cut_line_types">
      <xs:restriction base="xs:string">
        <xs:enumeration value="GEODESIC"/>
        <xs:enumeration value="SECTION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cut_via_section

Namespace | No namespace
Diagram |
Type | extension of cut_line
Type hierarchy | line_base cut_line cut_via_section
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines* , definition_plane , cutting_line_settings{0,1} , multicut_type{0,1}
Children | control_point, cutting_line_settings, definition_plane, integrated_lines, multicut_type, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cut_type | cut_line_types | optional |
definition_nodes | references | optional |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
surfaces | references | optional |
    Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.
Source |
    <xs:complexType name="cut_via_section">
      <xs:complexContent>
        <xs:extension base="cut_line">
          <xs:attribute name="definition_nodes" type="references" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cut_via_two_lines

Namespace | No namespace
Diagram |
Type | extension of cut_line
Type hierarchy | line_base cut_line cut_via_two_lines
Model | (control_point* | node*) , rotation_angle{0,1} , rotation_help_node{0,1} , integrated_lines* , definition_plane , cutting_line_settings{0,1} , multicut_type{0,1}
Children | control_point, cutting_line_settings, definition_plane, integrated_lines, multicut_type, node, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
cut_type | cut_line_types | optional |
id | id | required |
integrated_lines_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
integrated_nodes_independent | references | optional |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
lines | references | required |
nodes_on_line | references | optional |
persistent | xs:boolean | optional |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
surfaces | references | optional |
    Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.
Source |
    <xs:complexType name="cut_via_two_lines">
      <xs:complexContent>
        <xs:extension base="cut_line">
          <xs:attribute name="lines" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type welding_line

Namespace | No namespace
Diagram |
Type | extension of cutting_line_settings_base
Type hierarchy | cutting_line_settings_base welding_line
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alignment_type | welding_line_types | optional |
cutting_pattern_allowance_at_cutting_line | xs:double | optional |
Source |
    <xs:complexType name="welding_line">
      <xs:complexContent>
        <xs:extension base="cutting_line_settings_base">
          <xs:attribute name="cutting_pattern_allowance_at_cutting_line" type="xs:double"/>
          <xs:attribute name="alignment_type" type="welding_line_types">
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type welding_line_types

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | HALF_OF_WELD_ALLOWANCE_TO_NEIGBOURDING_PATTERN |
enumeration | WELD_ALLOWANCE_TO_LEFT_PATTERN |
enumeration | WELD_ALLOWANCE_TO_RIGHT_PATTERN |
Used by |
Attribute | welding_line/@alignment_type
Source |
    <xs:simpleType name="welding_line_types">
      <xs:restriction base="xs:string">
        <xs:enumeration value="HALF_OF_WELD_ALLOWANCE_TO_NEIGBOURDING_PATTERN"/>
        <xs:enumeration value="WELD_ALLOWANCE_TO_LEFT_PATTERN"/>
        <xs:enumeration value="WELD_ALLOWANCE_TO_RIGHT_PATTERN"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type boundary_line

Namespace | No namespace
Diagram |
Type | extension of cutting_line_settings_base
Type hierarchy | cutting_line_settings_base boundary_line
Attributes |
QName | Type | Use |
--- | --- | --- | ---
cutting_patterns_allowance_at_cutting_line | xs:double | optional |
Source |
    <xs:complexType name="boundary_line">
      <xs:complexContent>
        <xs:extension base="cutting_line_settings_base">
          <!--<xs:attribute name ="cutting_line_compensation" type="xs:double"/> Zrušeno dle Lang-->
          <xs:attribute name="cutting_patterns_allowance_at_cutting_line" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type parallel

Namespace | No namespace
Diagram |
Type | extension of multicut_type_base
Type hierarchy | multicut_type_base parallel
Attributes |
QName | Type | Use |
--- | --- | --- | ---
tolerance | xs:double | optional |
width | xs:double | optional |
Source |
    <xs:complexType name="parallel">
      <xs:complexContent>
        <xs:extension base="multicut_type_base">
          <xs:attribute name="width" type="xs:double"/>
          <xs:attribute name="tolerance" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type according_guideline

Namespace | No namespace
Diagram |
Type | extension of multicut_type_base
Type hierarchy | multicut_type_base according_guideline
Attributes |
QName | Type | Use |
--- | --- | --- | ---
line | reference | optional |
tolerance | xs:double | optional |
width | xs:double | optional |
Source |
    <xs:complexType name="according_guideline">
      <xs:complexContent>
        <xs:extension base="multicut_type_base">
          <xs:attribute name="width" type="xs:double"/>
          <xs:attribute name="tolerance" type="xs:double"/>
          <xs:attribute name="line" type="reference"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rotated

Namespace | No namespace
Diagram |
Type | extension of multicut_type_base
Type hierarchy | multicut_type_base rotated
Attributes |
QName | Type | Use |
--- | --- | --- | ---
preserve_same_angle_between_cutting_lines | xs:boolean | optional |
tolerance | xs:double | optional |
width | xs:double | optional |
Source |
    <xs:complexType name="rotated">
      <xs:complexContent>
        <xs:extension base="multicut_type_base">
          <!--<xs:sequence>
              <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2" />
            </xs:sequence>-->
          <xs:attribute name="width" type="xs:double"/>
          <xs:attribute name="tolerance" type="xs:double"/>
          <xs:attribute name="preserve_same_angle_between_cutting_lines" type="xs:boolean"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cutting_patterns_group_base

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/cutting_patterns/cutting_patterns_group
Model | cutting_pattern*
Children | cutting_pattern
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
guid | xs:string | required |
id | id | required |
Source |
    <xs:complexType name="cutting_patterns_group_base">
      <xs:sequence>
        <xs:element name="cutting_pattern" type="cutting_pattern_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="guid" type="xs:string" use="required"/>
      <xs:attribute name="analysis" type="id"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cutting_pattern_base

Namespace | No namespace
Diagram |
Used by |
Element | cutting_patterns_group_base/cutting_pattern
Complex Types | cutting_pattern_I, optimized_cutting_pattern_II
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
id | id | required |
Source |
    <xs:complexType name="cutting_pattern_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="analysis" type="id"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type cutting_pattern_I

Namespace | No namespace
Diagram |
Type | extension of cutting_pattern_base
Type hierarchy | cutting_pattern_base cutting_pattern_I
Model | axes_rotation*
Children | axes_rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
id | id | required |
lines | references | required |
surfaces | references | optional |
Source |
    <xs:complexType name="cutting_pattern_I">
      <xs:complexContent>
        <xs:extension base="cutting_pattern_base">
          <xs:sequence>
            <xs:element name="axes_rotation" type="axes_rotation_base" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="lines" type="references" use="required"/>
          <xs:attribute name="surfaces" type="references" use="optional"/>
          <!--<xs:attribute name="material" type="reference" use="required"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_base

Namespace | No namespace
Diagram |
Used by |
Elements | cutting_pattern_I/axes_rotation, surface_base/axes_rotation
Complex Types | axes_rotation_nonparallel_to_line, axes_rotation_parallel_to_surface, axes_rotation_to_vector_in_plane, axes_rotation_to_vector_in_plane_defined_by_point, axes_rotation_to_vector_in_plane_normal_to_line, axis_rotation_angle, axis_rotation_parallel_to_coordinate_system, axis_rotation_parallel_to_lines, axis_rotation_to_point
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
Source |
    <xs:complexType name="axes_rotation_base">
      <xs:attribute name="additional_rotation" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Aditivní natočení os plochy kolem lokální osy z [rad].</xs:documentation>
          <xs:documentation xml:lang="en">Additional rotation axes surface around the local z-axis [rad].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type optimized_cutting_pattern_II

Namespace | No namespace
Annotations |
    Automatické vytvoření optimalizovaných střihů dle specifikace multicut u řezné linie. Cutting_pattern_group může obsahovat pouze jeden optimized_cutting_pattern_II.
    Automatic generation of optimized cutting patterns according to the cut line multicut specification. Cutting_pattern_group may contain only one optimized_cutting_pattern_II.
Diagram |
Type | extension of cutting_pattern_base
Type hierarchy | cutting_pattern_base optimized_cutting_pattern_II
Attributes |
QName | Type | Use |
--- | --- | --- | ---
analysis | id | optional |
id | id | required |
line | reference | required |
Source |
    <xs:complexType name="optimized_cutting_pattern_II">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Automatické vytvoření optimalizovaných střihů dle specifikace multicut u řezné linie. Cutting_pattern_group může obsahovat pouze jeden optimized_cutting_pattern_II.</xs:documentation>
        <xs:documentation xml:lang="en">Automatic generation of optimized cutting patterns according to the cut line multicut specification. Cutting_pattern_group may contain only one optimized_cutting_pattern_II.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="cutting_pattern_base">
          <xs:attribute name="line" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_sections

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_sections
Model | member_section*
Children | member_section
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
fiber | xs:boolean | optional |
    Explicitní nastavení volání fiberu v OBK.
member_section_cross_section | member_section_cross_section_setting | optional |
    Dočastné řešení pro změnu nastavení výpočtu průřezu.
Source |
    <xs:complexType name="member_sections">
      <xs:sequence>
        <xs:element name="member_section" type="member_section_base" minOccurs="0" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Průřez prutu.</xs:documentation>
            <xs:documentation xml:lang="en">The member cross-section.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="member_section_cross_section" type="member_section_cross_section_setting" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Dočastné řešení pro změnu nastavení výpočtu průřezu.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="fiber" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Explicitní nastavení volání fiberu v OBK.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_base

Namespace | No namespace
Diagram |
Used by |
Element | member_sections/member_section
Complex Types | member_section_geometry, member_section_properties, member_section_rigid, member_stiffness_matrix
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_section_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type member_section_cross_section_setting

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | OBK |
enumeration | SACS |
Used by |
Attribute | member_sections/@member_section_cross_section
Source |
    <xs:simpleType name="member_section_cross_section_setting">
      <xs:restriction base="xs:string">
        <xs:enumeration value="OBK"/>
        <xs:enumeration value="SACS"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_plastic_code_values

Namespace | No namespace
Diagram |
Used by |
Elements | member_section_properties/plastic_code_values, member_stiffness_matrix/plastic_code_values
Attributes |
QName | Type | Use |
--- | --- | --- | ---
bending_u | xs:double | required |
bending_v | xs:double | required |
moments_of_bending_ratio | xs:double | optional |
normal | xs:double | required |
shear_u | xs:double | required |
shear_v | xs:double | required |
torsion | xs:double | required |
Source |
    <xs:complexType name="member_section_plastic_code_values">
      <xs:attribute name="normal" type="xs:double" use="required"/>
      <xs:attribute name="shear_u" type="xs:double" use="required"/>
      <xs:attribute name="shear_v" type="xs:double" use="required"/>
      <xs:attribute name="torsion" type="xs:double" use="required"/>
      <xs:attribute name="bending_u" type="xs:double" use="required"/>
      <xs:attribute name="bending_v" type="xs:double" use="required"/>
      <xs:attribute name="moments_of_bending_ratio" type="xs:double" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type sections_type

Namespace | No namespace
Diagram |
Used by |
Elements | member_type_beam/sections, segment_type/sections
Model | part+
Children | part
Source |
    <xs:complexType name="sections_type">
      <xs:sequence>
        <xs:element name="part" type="part_section" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definice části prutu s náběhem.</xs:documentation>
            <xs:documentation xml:lang="en">Definition of tapered part of the member.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type part_section

Namespace | No namespace
Diagram |
Used by |
Element | sections_type/part
Model | taper_parameters{0,1}
Children | taper_parameters
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Pozice, ve které část končí.
    Position where part ends.
distance_start | relative | optional |
    Pozice, ve které část začíná.
    Position where part starts.
id | id | required |
    Identifikátor části.
    ID of the part.
section_end | reference | required |
    Reference na průřez na konci části.
    Reference to the section at end of the part.
section_start | reference | required |
    Reference na průřez na začátku části.
    Reference to the section at start of the part.
Source |
    <xs:complexType name="part_section">
      <xs:sequence>
        <xs:element name="taper_parameters" minOccurs="0">
          <!--Prumet omega,x (jednotkova derivace omega podle x) do omega-->
          <xs:complexType>
            <xs:attribute name="omegax_omega" type="xs:double" use="optional"/>
            <!--Prumet funkce psi = z,x * y - y,x * z do omega (,x je jednotkova derivace podle x)-->
            <xs:attribute name="psi_omega" type="xs:double" use="optional"/>
            <!--Prumet omega,x do u-->
            <xs:attribute name="omegax_u" type="xs:double" use="optional"/>
            <!--Prumet psi do u-->
            <xs:attribute name="psi_u" type="xs:double" use="optional"/>
            <!--Prumet omega,x do v-->
            <xs:attribute name="omegax_v" type="xs:double" use="optional"/>
            <!--Prumet psi do v-->
            <xs:attribute name="psi_v" type="xs:double" use="optional"/>
            <!--Prumet omega,x do jednicky-->
            <xs:attribute name="omegax_1" type="xs:double" use="optional"/>
            <!--Prumet psi do jednicky-->
            <xs:attribute name="psi_1" type="xs:double" use="optional"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Identifikátor části.</xs:documentation>
          <xs:documentation xml:lang="en">ID of the part.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_start" type="relative" use="optional">
        <!--Požadavek na optional od Franty a Tomáše-->
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
          <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_end" type="relative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pozice, ve které část končí.</xs:documentation>
          <xs:documentation xml:lang="en">Position where part ends.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="section_start" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na průřez na začátku části.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the section at start of the part.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="section_end" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na průřez na konci části.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the section at end of the part.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_rigid

Namespace | No namespace
Annotations |
    Tuhý průřez.
    Rigid member cross-section.
Diagram |
Type | extension of member_section_base
Type hierarchy | member_section_base member_section_rigid
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_section_rigid">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tuhý průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Rigid member cross-section.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_section_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_properties

Namespace | No namespace
Annotations |
    Průřez prutu zadaný pomocí průřezových charakteristik (A, A_u, A_v, I_t, I_u, I_v).
    The member cross-section defined by cross-section properties (A, A_u, A_v, I_t, I_u, I_v).
Diagram |
Type | extension of member_section_base
Type hierarchy | member_section_base member_section_properties
Model | plastic_code_values{0,1}
Children | plastic_code_values
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
area_for_self_weight | double_positive | required |
    Plocha pro výpočet vlastní tíhy. A v (0, +infinity) [m^2].
    Area for self weight calculation. A in (0, +infinity) [m^2].
area_shear_u | double_non_negative | required |
area_shear_v | double_non_negative | required |
axial_area | double_non_negative | required |
depth_for_temperature_load | double_positive | required |
id | id | required |
inclination_of_main_axes | xs:double | optional |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
moment_of_bending_u | double_non_negative | required |
moment_of_bending_v | double_non_negative | required |
moment_of_inertia_torsion | double_non_negative | required |
note | xs:string | optional |
rotation | xs:double | optional |
    Rotace průřezu okolo osy X [rad].
    Section rotation around X-axis [rad].
secondary_torsional_constant | xs:double | optional |
    I_t,s. Potřeba znát u uzavřených průřezů pro výpočet deplanace.
    I_t,s. Need to know for closed cross-sections to calculate deplanation.
shear_center_distance_u | xs:double | optional |
shear_center_distance_v | xs:double | optional |
shear_deactivation | xs:boolean | optional |
warping_beta_omega | xs:double | optional |
    1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].
    1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].
warping_beta_u | xs:double | optional |
    1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].
    1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].
warping_beta_v | xs:double | optional |
    1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].
    1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].
warping_constant | xs:double | optional |
width_for_temperature_load | double_positive | required |
Source |
    <xs:complexType name="member_section_properties">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Průřez prutu zadaný pomocí průřezových charakteristik (A, A_u, A_v, I_t, I_u, I_v).</xs:documentation>
        <xs:documentation xml:lang="en">The member cross-section defined by cross-section properties (A, A_u, A_v, I_t, I_u, I_v).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_section_base">
          <xs:sequence>
            <xs:element name="plastic_code_values" type="member_section_plastic_code_values" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="material" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_deactivation" type="xs:boolean"/>
          <!-- A in (0, +infinity) [m^2]. -->
          <xs:attribute name="axial_area" type="double_non_negative" use="required"/>
          <!-- A_u in (0, +infinity) [m^2]. -->
          <xs:attribute name="area_shear_u" type="double_non_negative" use="required"/>
          <!-- A_v in (0, +infinity) [m^2]. -->
          <xs:attribute name="area_shear_v" type="double_non_negative" use="required"/>
          <!-- I_t in (0, +infinity) [m^4]. -->
          <xs:attribute name="moment_of_inertia_torsion" type="double_non_negative" use="required"/>
          <!-- I_u in (0, +infinity) [m^4]. -->
          <xs:attribute name="moment_of_bending_u" type="double_non_negative" use="required"/>
          <!-- I_v in (0, +infinity) [m^4]. -->
          <xs:attribute name="moment_of_bending_v" type="double_non_negative" use="required"/>
          <!-- I_ω in (0, +infinity) [m^6]. -->
          <xs:attribute name="warping_constant" type="xs:double" use="optional"/>
          <!-- d in (0, +infinity) [m]. -->
          <xs:attribute name="depth_for_temperature_load" type="double_positive" use="required"/>
          <!-- b in (0, +infinity) [m]. -->
          <xs:attribute name="width_for_temperature_load" type="double_positive" use="required"/>
          <!-- alfa in <0, +infinity) [rad]. Pootoceni souraneho hlavniho systemu prurezu "uv" o dalsi uhel.-->
          <xs:attribute name="inclination_of_main_axes" type="xs:double"/>
          <!-- SC_u in (-infinity, +infinity) [m]. -->
          <xs:attribute name="shear_center_distance_u" type="xs:double" use="optional"/>
          <!-- SC_v in (-infinity, +infinity) [m]. -->
          <xs:attribute name="shear_center_distance_v" type="xs:double" use="optional"/>
          <!-- β_u in (-infinity, +infinity) [m]. -->
          <xs:attribute name="warping_beta_u" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!-- β_v in (-infinity, +infinity) [m]. -->
          <xs:attribute name="warping_beta_v" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!-- β_ω in (-infinity, +infinity) [-]. -->
          <xs:attribute name="warping_beta_omega" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].</xs:documentation>
              <xs:documentation xml:lang="en">1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!-- I_t,s in (0, +infinity) [m^4]. -->
          <xs:attribute name="secondary_torsional_constant" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">I_t,s. Potřeba znát u uzavřených průřezů pro výpočet deplanace.</xs:documentation>
              <xs:documentation xml:lang="en">I_t,s. Need to know for closed cross-sections to calculate deplanation.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="area_for_self_weight" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v (0, +infinity) [m^2].</xs:documentation>
              <xs:documentation xml:lang="en">Area for self weight calculation. A in (0, +infinity) [m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="rotation" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Rotace průřezu okolo osy X [rad].</xs:documentation>
              <xs:documentation xml:lang="en">Section rotation around X-axis [rad].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_matrix

Namespace | No namespace
Annotations |
    Konstitutivní matice tuhosti prutového průřezu.
    Constitutive stiffness matrix of member cross-section.
Diagram |
Type | extension of member_section_base
Type hierarchy | member_section_base member_stiffness_matrix
Model | stiffness_matrix , plastic_code_values{0,1}
Children | plastic_code_values, stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
area_for_self_weight | double_non_negative | required |
    Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].
    Area for self weight calculation. A in [0, +infinity) [m^2].
axial_area | double_non_negative | required |
    Axial area for self weight calculation. A in [0, +infinity). Unit [m^2].
depth_for_temperature_load | double_positive | optional |
    d in (0, +infinity) [m].
    d in (0, +infinity) [m].
id | id | required |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
width_for_temperature_load | double_positive | optional |
    b in (0, +infinity) [m].
    b in (0, +infinity) [m].
Source |
    <xs:complexType name="member_stiffness_matrix">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Konstitutivní matice tuhosti prutového průřezu.</xs:documentation>
        <xs:documentation xml:lang="en">Constitutive stiffness matrix of member cross-section.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_section_base">
          <xs:sequence>
            <xs:element name="stiffness_matrix" type="member_stiffness_matrix_type"/>
            <xs:element name="plastic_code_values" type="member_section_plastic_code_values" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="material" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="axial_area" type="double_non_negative" use="required">
            <!--TODO Michal Zrušit jak nebude používané nahrazeno area_for_self_weight-->
            <xs:annotation>
              <xs:documentation xml:lang="en">Axial area for self weight calculation. A in [0, +infinity). Unit [m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="area_for_self_weight" type="double_non_negative" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].</xs:documentation>
              <xs:documentation xml:lang="en">Area for self weight calculation. A in [0, +infinity) [m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="depth_for_temperature_load" type="double_positive" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d in (0, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">d in (0, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="width_for_temperature_load" type="double_positive" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">b in (0, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">b in (0, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_matrix_type

Namespace | No namespace
Annotations |
    Konstitutivní matice tuhosti prutového průřezu.
    Constitutive stiffness matrix of member cross-section.
Diagram |
Used by |
Element | member_stiffness_matrix/stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_non_negative | required |
    d11 = E * A = elasticity_modulus * axial_area. In (0, +infinity). Unit [N].
d22 | double_non_negative | required |
    d22 = G * A_u = shear_modulus * area_shear_y => V_u. In (0, +infinity). Unit [N].
d33 | double_non_negative | required |
    d33 = G * A_v = shear_modulus * area_shear_z => V_v. In (0, +infinity). Unit [N].
d44 | double_non_negative | required |
    d44 = G * I_t = shear_modulus * moment_of_inertia_torsion => M_t. In (0, +infinity). Unit [N.m^2].
d55 | double_non_negative | required |
    d55 = E * I_u = elasticity_modulus * moment_of_bending_u => M_u. In (0, +infinity). Unit [N.m^2].
d66 | double_non_negative | required |
    d66 = E * I_v = elasticity_modulus * moment_of_bending_v => M_v. In (0, +infinity). Unit [N.m^2].
inclination_of_main_axes | xs:double | required |
    Úhel natočení průřezu měřený od uživatelských os k hlavním osám. Alfa in [0, +infinity). Unit [rad].
Source |
    <xs:complexType name="member_stiffness_matrix_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Konstitutivní matice tuhosti prutového průřezu.</xs:documentation>
        <xs:documentation xml:lang="en">Constitutive stiffness matrix of member cross-section.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="d11" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d11 = E * A = elasticity_modulus * axial_area. In (0, +infinity). Unit [N].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="d22" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d22 = G * A_u = shear_modulus * area_shear_y => V_u. In (0, +infinity). Unit [N].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="d33" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d33 = G * A_v = shear_modulus * area_shear_z => V_v. In (0, +infinity). Unit [N].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="d44" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d44 = G * I_t = shear_modulus * moment_of_inertia_torsion => M_t. In (0, +infinity). Unit [N.m^2].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="d55" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d55 = E * I_u = elasticity_modulus * moment_of_bending_u => M_u. In (0, +infinity). Unit [N.m^2].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="d66" type="double_non_negative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="en">d66 = E * I_v = elasticity_modulus * moment_of_bending_v => M_v. In (0, +infinity). Unit [N.m^2].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="inclination_of_main_axes" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Úhel natočení průřezu měřený od uživatelských os k hlavním osám. Alfa in [0, +infinity). Unit [rad].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_geometry

Namespace | No namespace
Annotations |
    Průřez prutu zadaný pomocí geometrie (uzly, linie, plochy).
    The member cross-section defined by geometry (nodes, lines, surfaces).
Diagram |
Type | extension of member_section_base
Type hierarchy | member_section_base member_section_geometry
Model | nodes , lines{0,1} , openings{0,1} , surfaces{0,1} , physical_properties{0,1}
Children | lines, nodes, openings, physical_properties, surfaces
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
depth_for_temperature_load | double_positive | optional |
    d in (0, +infinity) [m].
    d in (0, +infinity) [m].
id | id | required |
note | xs:string | optional |
phase_section | xs:boolean | optional |
shear_deactivation | xs:boolean | optional |
shear_eccentricity_deactivation | xs:boolean | optional |
    Uvažovat vzdálenost středu smyku.
    Consider the shear center distance.
user_delta | xs:double | optional |
width_for_temperature_load | double_positive | optional |
    b in (0, +infinity) [m].
    b in (0, +infinity) [m].
Source |
    <xs:complexType name="member_section_geometry">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Průřez prutu zadaný pomocí geometrie (uzly, linie, plochy).</xs:documentation>
        <xs:documentation xml:lang="en">The member cross-section defined by geometry (nodes, lines, surfaces).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_section_base">
          <xs:sequence>
            <xs:element name="nodes" type="nodes_yz"/>
            <xs:element name="lines" type="lines" minOccurs="0"/>
            <xs:element name="openings" type="openings" minOccurs="0"/>
            <xs:element name="surfaces" type="surfaces_member_section" minOccurs="0"/>
            <xs:element name="physical_properties" type="physical_properties" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="shear_deactivation" type="xs:boolean"/>
          <xs:attribute name="phase_section" type="xs:boolean"/>
          <xs:attribute name="user_delta" type="xs:double" use="optional"/>
          <xs:attribute name="shear_eccentricity_deactivation" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Uvažovat vzdálenost středu smyku.</xs:documentation>
              <xs:documentation xml:lang="en">Consider the shear center distance.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="depth_for_temperature_load" type="double_positive" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">d in (0, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">d in (0, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="width_for_temperature_load" type="double_positive" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">b in (0, +infinity) [m].</xs:documentation>
              <xs:documentation xml:lang="en">b in (0, +infinity) [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type openings

Namespace | No namespace
Diagram |
Used by |
Elements | geotechnical_surfaces/openings, member_section_geometry/openings, min_curvature_surface/openings, solver_input/structure/openings
Model | opening+
Children | opening
Source |
    <xs:complexType name="openings">
      <xs:sequence>
        <xs:element name="opening" type="opening_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type opening_base

Namespace | No namespace
Diagram |
Used by |
Element | openings/opening
Complex Type | opening_surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="opening_base">
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surfaces_member_section

Namespace | No namespace
Diagram |
Used by |
Elements | geotechnical_surfaces/surfaces, member_section_geometry/surfaces, min_curvature_surface/surfaces
Model | surface*
Children | surface
Source |
    <xs:complexType name="surfaces_member_section">
      <xs:sequence>
        <xs:element name="surface" type="surface_member_section" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_member_section

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_member_section
Used by |
Element | surfaces_member_section/surface
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_member_section">
      <xs:complexContent>
        <xs:extension base="surface_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | surface_discontinuity, surface_member_section, surface_type_duplicate, surface_type_for_modelling, surface_type_rigid, surface_type_standard
Element | surfaces/surface
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_base">
      <xs:sequence>
        <xs:element name="geometry_definition" type="surface_geometry_definition_base" minOccurs="0" maxOccurs="1"/>
        <xs:element name="line_hinge" type="line_hinge_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="axes_rotation" type="axes_rotation_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="intersection_definition" type="intersection_definition_nodes_lines" minOccurs="0" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Čísla definičních uzlů (lichá místa) a linií (sudá místa) průniku ploch.</xs:documentation>
            <xs:documentation xml:lang="en">Numbers of definition nodes (odd places) and lines (even places) of surfaces intersection.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="integrated_nodes" type="references" use="optional"/>
      <xs:attribute name="integrated_lines" type="references" use="optional"/>
      <xs:attribute name="integrated_openings" type="references" use="optional"/>
      <xs:attribute name="integrated_surfaces" type="references" use="optional"/>
      <xs:attribute name="integrated_nodes_independent" type="references" use="optional"/>
      <xs:attribute name="integrated_lines_independent" type="references" use="optional"/>
      <xs:attribute name="integrated_surfaces_independent" type="references" use="optional"/>
      <!--<xs:attribute name="intersection_definition_nodes_lines" type="array_of_integer" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Čísla definičních uzlů (lichá místa) a linií (sudá místa) průniku ploch.</xs:documentation>
            <xs:documentation xml:lang="en">Numbers of definition nodes (odd places) and lines (even places) of surfaces intersection.</xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_geometry_definition_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_base/geometry_definition
Complex Types | surface_general_geometry_definition, surface_nurbs_geometry_definition, surface_nurbs_open_cascade_string, surface_part_geometry_definition, surface_pipe_geometry_definition, surface_quadrangle_geometry_definition, surface_rotated_geometry_definition, surface_trailed_geometry_definition
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_geometry_definition_base">
      <xs:attribute name="definition_lines" type="references" use="required"/>
      <xs:attribute name="reverse_lines" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_base/line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
release_type | reference | required |
Source |
    <xs:complexType name="line_hinge_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="lines" type="references" use="required"/>
      <xs:attribute name="release_type" type="reference" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type intersection_definition_nodes_lines

Namespace | No namespace
Diagram |
Used by |
Element | surface_base/intersection_definition
Attributes |
QName | Type | Use |
--- | --- | --- | ---
nodes_lines | array_of_integer | required |
Source |
    <xs:complexType name="intersection_definition_nodes_lines">
      <xs:attribute name="nodes_lines" type="array_of_integer" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_properties

Namespace | No namespace
Diagram |
Used by |
Element | member_section_geometry/physical_properties
Model | initial_strains{0,1} , nodes{0,1} , lines{0,1} , surfaces{0,1}
Children | initial_strains, lines, nodes, surfaces
Source |
    <xs:complexType name="physical_properties">
      <xs:sequence>
        <xs:element name="initial_strains" type="initial_strains" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
            <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="nodes" type="physical_nodes" minOccurs="0"/>
        <xs:element name="lines" type="physical_lines" minOccurs="0"/>
        <xs:element name="surfaces" type="physical_surfaces" minOccurs="0"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_strains

Namespace | No namespace
Annotations |
    TODO REMOVE.
    TODO REMOVE.
Diagram |
Used by |
Element | physical_properties/initial_strains
Model | initial_strain+
Children | initial_strain
Source |
    <xs:complexType name="initial_strains">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="initial_strain" type="initial_strain_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_strain_base

Namespace | No namespace
Annotations |
    TODO REMOVE.
    TODO REMOVE.
Diagram |
Used by |
Element | initial_strains/initial_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
eps_x | xs:double | required |
id | id | required |
kappa_y | xs:double | required |
kappa_z | xs:double | required |
Source |
    <xs:complexType name="initial_strain_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="eps_x" type="xs:double" use="required"/>
      <xs:attribute name="kappa_y" type="xs:double" use="required"/>
      <xs:attribute name="kappa_z" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_nodes

Namespace | No namespace
Diagram |
Used by |
Element | physical_properties/nodes
Model | node+
Children | node
Source |
    <xs:complexType name="physical_nodes">
      <xs:sequence>
        <xs:element name="node" type="physical_node" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_node

Namespace | No namespace
Diagram |
Type | extension of physical_object_base
Type hierarchy | physical_object_base physical_node
Used by |
Element | physical_nodes/node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
area | double_positive | optional |
diameter | double_positive | optional |
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
nodes | references | required |
Source |
    <xs:complexType name="physical_node">
      <xs:complexContent>
        <xs:extension base="physical_object_base">
          <xs:attribute name="nodes" type="references" use="required"/>
          <xs:attribute name="diameter" type="double_positive" use="optional"/>
          <xs:attribute name="area" type="double_positive" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_object_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | physical_line, physical_node, physical_surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Source |
    <xs:complexType name="physical_object_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="material" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
          <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_visco_parameter" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_initial_strain" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="initial_strain" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
          <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_lines

Namespace | No namespace
Diagram |
Used by |
Element | physical_properties/lines
Model | line+
Children | line
Source |
    <xs:complexType name="physical_lines">
      <xs:sequence>
        <xs:element name="line" type="physical_line" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_line

Namespace | No namespace
Diagram |
Type | extension of physical_object_base
Type hierarchy | physical_object_base physical_line
Used by |
Element | physical_lines/line
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
lines | references | required |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
thickness | double_positive | required |
Source |
    <xs:complexType name="physical_line">
      <xs:complexContent>
        <xs:extension base="physical_object_base">
          <xs:attribute name="lines" type="references" use="required"/>
          <xs:attribute name="thickness" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_surfaces

Namespace | No namespace
Diagram |
Used by |
Element | physical_properties/surfaces
Model | surface+
Children | surface
Source |
    <xs:complexType name="physical_surfaces">
      <xs:sequence>
        <xs:element name="surface" type="physical_surface" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type physical_surface

Namespace | No namespace
Diagram |
Type | extension of physical_object_base
Type hierarchy | physical_object_base physical_surface
Used by |
Element | physical_surfaces/surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_strain | reference | optional |
    TODO REMOVE.
    TODO REMOVE.
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
surfaces | references | required |
Source |
    <xs:complexType name="physical_surface">
      <xs:complexContent>
        <xs:extension base="physical_object_base">
          <xs:attribute name="surfaces" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinges

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_hinges
Model | member_hinge*
Children | member_hinge
Source |
    <xs:complexType name="member_hinges">
      <xs:sequence>
        <xs:element name="member_hinge" type="member_hinge_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinge_type

Namespace | No namespace
Diagram |
Used by |
Elements | member_hinges/member_hinge, node_release_types/node_release_type
Model | x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , rotation{0,1} , warping{0,1}
Children | phi_x, phi_y, phi_z, rotation, warping, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_hinge_type">
      <xs:sequence>
        <xs:element name="x" type="spring_base" minOccurs="0"/>
        <xs:element name="y" type="spring_base" minOccurs="0"/>
        <xs:element name="z" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="warping" type="spring_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_base

Namespace | No namespace
Diagram |
Used by |
Elements | line_release_type/phi_x, line_release_type/phi_y, line_release_type/phi_z, line_release_type/translation_x, line_release_type/translation_y, line_release_type/translation_z, line_support_base/phi_x, line_support_base/phi_y, line_support_base/phi_z, line_support_base/x, line_support_base/y, line_support_base/z, member_hinge_type/phi_x, member_hinge_type/phi_y, member_hinge_type/phi_z, member_hinge_type/warping, member_hinge_type/x, member_hinge_type/y, member_hinge_type/z, member_subsoil_type/phi_x, member_subsoil_type/shear_x, member_subsoil_type/shear_y, member_subsoil_type/shear_z, member_subsoil_type/translation_x, member_subsoil_type/translation_y, member_subsoil_type/translation_z, nodal_support_column_foundations/shear_xz, nodal_support_column_foundations/shear_yz, nodal_support_column_foundations/translation_x, nodal_support_column_foundations/translation_y, nodal_support_column_foundations/translation_z, nodal_support_column_nodal/dof_7, nodal_support_column_nodal/phi_x, nodal_support_column_nodal/phi_y, nodal_support_column_nodal/phi_z, nodal_support_column_nodal/x, nodal_support_column_nodal/y, nodal_support_column_nodal/z, nodal_support_general/dof_7, nodal_support_general/phi_x, nodal_support_general/phi_y, nodal_support_general/phi_z, nodal_support_general/x, nodal_support_general/y, nodal_support_general/z, surface_release_type/translation_x, surface_release_type/translation_y, surface_release_type/translation_z, surface_subsoil_type/shear_xz, surface_subsoil_type/shear_yz, surface_subsoil_type/translation_x, surface_subsoil_type/translation_y, surface_subsoil_type/translation_z, surface_support_type/phi_x, surface_support_type/phi_y, surface_support_type/phi_z, surface_support_type/translation_x, surface_support_type/translation_y, surface_support_type/translation_z
Complex Types | line_hinge_force_moment_diagram, plastic_rc_hinge, spring_connection_multiplier, spring_diagram, spring_diagram_coupled, spring_friction_one_force, spring_friction_plane, spring_friction_resultant, spring_friction_two_forces, spring_inefficacy, spring_linear, spring_pile, spring_scaffold, spring_scaffold_hinge, spring_scaffold_hinge_uy_uz, spring_scaffold_support, stiffness_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_base">
      <xs:attribute name="rigid" type="xs:boolean" use="required"/>
      <xs:attribute name="value" type="xs:double"/>
      <xs:attributeGroup ref="spring_base_visco_group">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Zatím u podpor (support v SUPX).</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attributeGroup>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricities

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_eccentricities
Model | member_eccentricity*
Children | member_eccentricity
Source |
    <xs:complexType name="member_eccentricities">
      <xs:sequence>
        <xs:element name="member_eccentricity" type="member_eccentricity_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricity_base

Namespace | No namespace
Diagram |
Used by |
Element | member_eccentricities/member_eccentricity
Complex Types | member_eccentricity_global, member_eccentricity_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
member_hinge_eccentricity | xs:boolean | optional |
Source |
    <xs:complexType name="member_eccentricity_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="member_hinge_eccentricity" type="xs:boolean"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricity_local

Namespace | No namespace
Diagram |
Type | extension of member_eccentricity_base
Type hierarchy | member_eccentricity_base member_eccentricity_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
member_hinge_eccentricity | xs:boolean | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="member_eccentricity_local">
      <xs:complexContent>
        <xs:extension base="member_eccentricity_base">
          <xs:attributeGroup ref="point_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricity_global

Namespace | No namespace
Diagram |
Type | extension of member_eccentricity_base
Type hierarchy | member_eccentricity_base member_eccentricity_global
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
member_hinge_eccentricity | xs:boolean | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="member_eccentricity_global">
      <xs:complexContent>
        <xs:extension base="member_eccentricity_base">
          <xs:attributeGroup ref="point_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricities_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | member_eccentricities_global, member_eccentricities_local
Elements | member_type_beam/member_eccentricities, member_type_buckling/member_eccentricities, member_type_compression/member_eccentricities, member_type_rigid/member_eccentricities, member_type_tension/member_eccentricities, member_type_truss/member_eccentricities, member_type_truss_n/member_eccentricities, segment_type/member_eccentricities
Model | part+ , dummy{0,0}
Children | dummy, part
Source |
    <xs:complexType name="member_eccentricities_base">
      <xs:sequence>
        <xs:element name="part" type="part_eccentricity" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definice části prutu s excentricitami.</xs:documentation>
            <xs:documentation xml:lang="en">Definition of part of the member with eccentricities.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="dummy" type="xs:string" minOccurs="0" maxOccurs="0"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type part_eccentricity

Namespace | No namespace
Diagram |
Used by |
Element | member_eccentricities_base/part
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Pozice, ve které část začíná.
    Position where part starts.
distance_start | relative | required |
    Pozice, ve které část začíná.
    Position where part starts.
id | id | required |
    Identifikátor části s excentricitami.
    ID of the part with eccentricities.
x_0 | xs:double | required |
    Reálná hodnota excentricity ve směru X na začátku části [m].
    Real vaule of eccentricity in X direction at start of the part [m].
x_1 | xs:double | required |
    Reálná hodnota excentricity ve směru X na konci části [m].
    Real vaule of eccentricity in X direction at end of the part [m].
y_0 | xs:double | required |
    Reálná hodnota excentricity ve směru Y na začátku části [m].
    Real vaule of eccentricity in Y direction at start of the part [m].
y_1 | xs:double | required |
    Reálná hodnota excentricity ve směru Y na konci části [m].
    Real vaule of eccentricity in Y direction at end of the part [m].
z_0 | xs:double | required |
    Reálná hodnota excentricity ve směru Z na začátku části [m].
    Real vaule of eccentricity in Z direction at start of the part [m].
z_1 | xs:double | required |
    Reálná hodnota excentricity ve směru Z na konci části [m].
    Real vaule of eccentricity in Z direction at end of the part [m].
Source |
    <xs:complexType name="part_eccentricity">
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Identifikátor části s excentricitami.</xs:documentation>
          <xs:documentation xml:lang="en">ID of the part with eccentricities.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_start" type="relative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
          <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_end" type="relative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
          <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="x_0" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru X na začátku části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in X direction at start of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="y_0" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Y na začátku části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in Y direction at start of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="z_0" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Z na začátku části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in Z direction at start of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="x_1" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru X na konci části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in X direction at end of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="y_1" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Y na konci části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in Y direction at end of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="z_1" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Z na konci části [m].</xs:documentation>
          <xs:documentation xml:lang="en">Real vaule of eccentricity in Z direction at end of the part [m].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricities_global

Namespace | No namespace
Diagram |
Type | extension of member_eccentricities_base
Type hierarchy | member_eccentricities_base member_eccentricities_global
Model | part+ , dummy{0,0}
Children | dummy, part
Source |
    <xs:complexType name="member_eccentricities_global">
      <xs:complexContent>
        <xs:extension base="member_eccentricities_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_eccentricities_local

Namespace | No namespace
Diagram |
Type | extension of member_eccentricities_base
Type hierarchy | member_eccentricities_base member_eccentricities_local
Model | part+ , dummy{0,0}
Children | dummy, part
Source |
    <xs:complexType name="member_eccentricities_local">
      <xs:complexContent>
        <xs:extension base="member_eccentricities_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoils

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_subsoils
Model | member_subsoil*
Children | member_subsoil
Source |
    <xs:complexType name="member_subsoils">
      <xs:sequence>
        <xs:element name="member_subsoil" type="member_subsoil_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoil_type

Namespace | No namespace
Diagram |
Used by |
Element | member_subsoils/member_subsoil
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , shear_x{0,1} , shear_y{0,1} , shear_z{0,1} , phi_x{0,1} , eccentricity{0,1}
Children | eccentricity, phi_x, shear_x, shear_y, shear_z, translation_x, translation_y, translation_z
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
reduction_of_winkler_rotation | integer_percentage | optional |
    Procento logaritmu, t.j. 0 = bez redukce, 100 = plna redukce.
    Percentage of the logarithm, i.e. 0 = no reduction, 100 = full reduction.
Source |
    <xs:complexType name="member_subsoil_type">
      <xs:sequence>
        <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
        <xs:element name="shear_x" type="spring_base" minOccurs="0"/>
        <xs:element name="shear_y" type="spring_base" minOccurs="0"/>
        <xs:element name="shear_z" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
        <xs:element name="eccentricity" type="point_yz" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="reduction_of_winkler_rotation" type="integer_percentage">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Procento logaritmu, t.j. 0 = bez redukce, 100 = plna redukce.</xs:documentation>
          <xs:documentation xml:lang="en">Percentage of the logarithm, i.e. 0 = no reduction, 100 = full reduction.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_supports

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/line_supports
Model | line_support*
Children | line_support
Source |
    <xs:complexType name="line_supports">
      <xs:sequence>
        <xs:element name="line_support" type="line_support_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_base

Namespace | No namespace
Diagram |
Used by |
Element | line_supports/line_support
Complex Types | line_support, line_support_local
Model | rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , eccentricity{0,1}
Children | eccentricity, phi_x, phi_y, phi_z, rotation, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_support_base">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="x" type="spring_base" minOccurs="0"/>
        <xs:element name="y" type="spring_base" minOccurs="0"/>
        <xs:element name="z" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
        <xs:element name="eccentricity" type="support_eccentricity" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="lines" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type support_eccentricity

Namespace | No namespace
Diagram |
Used by |
Elements | line_support_base/eccentricity, nodal_support_general/eccentricity
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="support_eccentricity">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attributeGroup ref="point_3d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_local

Namespace | No namespace
Diagram |
Type | extension of line_support_base
Type hierarchy | line_support_base line_support_local
Model | rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , eccentricity{0,1} , rotation_angle{0,1}
Children | eccentricity, phi_x, phi_y, phi_z, rotation, rotation_angle, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_support_local">
      <xs:complexContent>
        <xs:extension base="line_support_base">
          <xs:sequence>
            <xs:element name="rotation_angle" type="rotation_angle_around_axis" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Natočení liniové podpory kolem lokální osy [rad].</xs:documentation>
                <xs:documentation xml:lang="en">Rotation line support around a local axis [rad].</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support

Namespace | No namespace
Diagram |
Type | extension of line_support_base
Type hierarchy | line_support_base line_support
Model | rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , eccentricity{0,1}
Children | eccentricity, phi_x, phi_y, phi_z, rotation, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_support">
      <xs:complexContent>
        <xs:extension base="line_support_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoils

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_subsoils
Model | surface_subsoil*
Children | surface_subsoil
Source |
    <xs:complexType name="surface_subsoils">
      <xs:sequence>
        <xs:element name="surface_subsoil" type="surface_subsoil_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoil_type

Namespace | No namespace
Diagram |
Used by |
Element | surface_subsoils/surface_subsoil
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , shear_xz{0,1} , shear_yz{0,1}
Children | shear_xz, shear_yz, translation_x, translation_y, translation_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_subsoil_type">
      <xs:sequence>
        <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
        <xs:element name="shear_xz" type="spring_base" minOccurs="0"/>
        <xs:element name="shear_yz" type="spring_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_inefficacy_definition_friction_in_plane_xy

Namespace | No namespace
Diagram |
Type | extension of spring_inefficacy
Type hierarchy | spring_base spring_inefficacy spring_inefficacy_definition_friction_in_plane_xy
Model | inefficacy_type
Children | inefficacy_type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | xs:double | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_inefficacy_definition_friction_in_plane_xy">
      <xs:complexContent>
        <xs:extension base="spring_inefficacy">
          <xs:attribute name="coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_inefficacy

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_inefficacy
Used by |
Complex Types | spring_inefficacy_definition_friction_in_plane_xy, spring_inefficacy_yielding_from_contact_stress
Model | inefficacy_type
Children | inefficacy_type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_inefficacy">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="inefficacy_type" type="spring_inefficacy_type"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type spring_inefficacy_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | INACTIVE_IF_NEGATIVE_FORCE |
enumeration | INACTIVE_IF_POSITIVE_FORCE |
enumeration | INACTIVE_ALL_IF_NEGATIVE_FORCE |
enumeration | INACTIVE_ALL_IF_POSITIVE_FORCE |
Used by |
Element | spring_inefficacy/inefficacy_type
Source |
    <xs:simpleType name="spring_inefficacy_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="INACTIVE_IF_NEGATIVE_FORCE"/>
        <xs:enumeration value="INACTIVE_IF_POSITIVE_FORCE"/>
        <xs:enumeration value="INACTIVE_ALL_IF_NEGATIVE_FORCE"/>
        <xs:enumeration value="INACTIVE_ALL_IF_POSITIVE_FORCE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_inefficacy_yielding_from_contact_stress

Namespace | No namespace
Diagram |
Type | extension of spring_inefficacy
Type hierarchy | spring_base spring_inefficacy spring_inefficacy_yielding_from_contact_stress
Model | inefficacy_type
Children | inefficacy_type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
stress | xs:double | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_inefficacy_yielding_from_contact_stress">
      <xs:complexContent>
        <xs:extension base="spring_inefficacy">
          <xs:attribute name="stress" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_supports

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_supports
Model | surface_support*
Children | surface_support
Source |
    <xs:complexType name="surface_supports">
      <xs:sequence>
        <xs:element name="surface_support" type="surface_support_type" minOccurs="0" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation>
              <xs:documentation xml:lang="cs">Plošná podpora se převede na uzlové podpory, které jsou umístěny na všechny uzle sítě dané plochy. Možné zadání je pouze tuhá podpora.</xs:documentation>
              <xs:documentation xml:lang="en">Surface support is converted to nodal support, which is located on all nodes the surface mesh. Possible input is only rigid support</xs:documentation>
            </xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_support_type

Namespace | No namespace
Diagram |
Used by |
Element | surface_supports/surface_support
Model | rotation{0,1} , translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1}
Children | phi_x, phi_y, phi_z, rotation, translation_x, translation_y, translation_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_support_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="surfaces" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type warping_supports_type

Namespace | No namespace
Diagram |
Used by |
Element | member_type_beam/warping_supports
Model | warping_support+
Children | warping_support
Source |
    <xs:complexType name="warping_supports_type">
      <xs:sequence>
        <xs:element name="warping_support" type="warping_support_type" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type warping_support_type

Namespace | No namespace
Diagram |
Used by |
Element | warping_supports_type/warping_support
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance | xs:double | required |
    Relativní vzdálenost od začátku prutu.
    Relative distance from the start of the member.
id | id | required |
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="warping_support_type">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="distance" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní vzdálenost od začátku prutu.</xs:documentation>
          <xs:documentation xml:lang="en">Relative distance from the start of the member.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="rigid" type="xs:boolean" use="required"/>
      <xs:attribute name="value" type="xs:double"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_warping_connections

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_warping_connections
Model | member_warping_connection*
Children | member_warping_connection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
set_default_as_free | xs:boolean | optional |
    Nastaví výchozí spojení na koncích membrů jako volné ve warpingu. (default = FALSE) Ovlivňuje pouze konce bez kloubů.
    Sets default warping connections at the ends of the members as free. (default = FALSE) Affects only ends without hinges.
set_default_at_hinges_as_free | xs:boolean | optional |
    Nastaví výchozí spojení v kloubech membrů jako volné ve warpingu. (default = FALSE)
    Sets default warping connections at member hinges as free. (default = FALSE)
Source |
    <xs:complexType name="member_warping_connections">
      <xs:sequence>
        <xs:element name="member_warping_connection" type="member_warping_connection" minOccurs="0" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Spojí konce prutů, které na sebe musí navazovat. Nemá smysl, pokud není nastaveno set_default_as_free nebo set_default_at_hinges_as_free na TRUE.</xs:documentation>
            <xs:documentation xml:lang="en">Connects the ends of the members which must must follow each other. Does not make sense if neither set_default_as_free nor set_default_at_hinges_as_free is set to TRUE.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="set_default_as_free" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nastaví výchozí spojení na koncích membrů jako volné ve warpingu. (default = FALSE) Ovlivňuje pouze konce bez kloubů.</xs:documentation>
          <xs:documentation xml:lang="en">Sets default warping connections at the ends of the members as free. (default = FALSE) Affects only ends without hinges.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="set_default_at_hinges_as_free" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nastaví výchozí spojení v kloubech membrů jako volné ve warpingu. (default = FALSE)</xs:documentation>
          <xs:documentation xml:lang="en">Sets default warping connections at member hinges as free. (default = FALSE)</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_warping_connection

Namespace | No namespace
Diagram |
Used by |
Element | member_warping_connections/member_warping_connection
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | required |
Source |
    <xs:complexType name="member_warping_connection">
      <xs:attribute name="members" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_set_base

Namespace | No namespace
Diagram |
Used by |
Complex Type | member_set_tendon
Elements | tendon_sets/on_1d, tendon_sets/on_2d, tendon_sets/on_3d
Source |
    <xs:complexType name="member_set_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_set_tendon

Namespace | No namespace
Diagram |
Type | extension of member_set_base
Type hierarchy | member_set_base member_set_tendon
Model | start{0,1} , along{0,1} , end{0,1}
Children | along, end, start
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
macros | references | required |
    Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.
tendon_members | references | required |
    Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.
Source |
    <xs:complexType name="member_set_tendon">
      <xs:complexContent>
        <xs:extension base="member_set_base">
          <xs:group ref="integrate_line_to_line_group"/>
          <xs:attribute name="tendon_members" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
              <xs:documentation xml:lang="en">Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="macros" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
              <xs:documentation xml:lang="en">Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type tendon_sets

Namespace | No namespace
Diagram |
Used by |
Elements | solver_input/structure/rebars, solver_input/structure/tendons
Model | on_1d* , on_2d* , on_3d*
Children | on_1d, on_2d, on_3d
Source |
    <xs:complexType name="tendon_sets">
      <xs:sequence>
        <xs:element name="on_1d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="on_2d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="on_3d" type="member_set_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_nonlinearities

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/member_nonlinearities
Model | member_nonlinearity*
Children | member_nonlinearity
Source |
    <xs:complexType name="member_nonlinearities">
      <xs:sequence>
        <xs:element name="member_nonlinearity" type="member_nonlinearity_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_nonlinearity_base

Namespace | No namespace
Diagram |
Used by |
Element | member_nonlinearities/member_nonlinearity
Complex Types | member_nonlinearity_slippage, member_nonlinearity_tearing, member_nonlinearity_yielding
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="member_nonlinearity_base">
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_nonlinearity_tearing

Namespace | No namespace
Diagram |
Type | extension of member_nonlinearity_base
Type hierarchy | member_nonlinearity_base member_nonlinearity_tearing
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
n_c | double_non_positive | required |
n_t | double_non_negative | required |
Source |
    <xs:complexType name="member_nonlinearity_tearing">
      <xs:complexContent>
        <xs:extension base="member_nonlinearity_base">
          <!-- n_c in (-infinity, 0) [N]. Ultimate compressive force. -->
          <xs:attribute name="n_c" type="double_non_positive" use="required"/>
          <!-- n_t in (0, +infinty) [N]. Ultimate tensile force. -->
          <xs:attribute name="n_t" type="double_non_negative" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_nonlinearity_yielding

Namespace | No namespace
Diagram |
Type | extension of member_nonlinearity_base
Type hierarchy | member_nonlinearity_base member_nonlinearity_yielding
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
n_c | double_negative | required |
n_t | double_positive | required |
Source |
    <xs:complexType name="member_nonlinearity_yielding">
      <xs:complexContent>
        <xs:extension base="member_nonlinearity_base">
          <!-- n_c in (-infinity, 0) [N]. Ultimate compressive force. -->
          <xs:attribute name="n_c" type="double_negative" use="required"/>
          <!-- n_t in (0, +infinty) [N]. Ultimate tensile force. -->
          <xs:attribute name="n_t" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_nonlinearity_slippage

Namespace | No namespace
Diagram |
Type | extension of member_nonlinearity_base
Type hierarchy | member_nonlinearity_base member_nonlinearity_slippage
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
u_c | double_negative | required |
u_t | double_positive | required |
Source |
    <xs:complexType name="member_nonlinearity_slippage">
      <xs:complexContent>
        <xs:extension base="member_nonlinearity_base">
          <!-- u_c in (-infinity, 0) [m]. Compression gap. -->
          <xs:attribute name="u_c" type="double_negative" use="required"/>
          <!-- u_t in (0, +infinty) [m]. Tension gap. -->
          <xs:attribute name="u_t" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type members

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/members
Model | member+
Children | member
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
consider_stress_stiffness_for_rigid_members | xs:boolean | optional |
    Zohlednění geometrické tuhosti pro tuhé pruty.
    Consideration of stress stiffness for rigid members.
Source |
    <xs:complexType name="members">
      <xs:sequence>
        <xs:element name="member" type="member_base" maxOccurs="unbounded">
        </xs:element>
        <!--<xs:element name="member_sets" type="member_sets" minOccurs="0"/>-->
      </xs:sequence>
      <xs:attribute name="consider_stress_stiffness_for_rigid_members" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Zohlednění geometrické tuhosti pro tuhé pruty.</xs:documentation>
          <xs:documentation xml:lang="en">Consideration of stress stiffness for rigid members.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <!--<xs:attribute name="member_theory" type="member_theory_type">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Použitá teorie pro pruty.</xs:documentation>
            <xs:documentation xml:lang="en">Used theory for beams.</xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_base

Namespace | No namespace
Diagram |
Used by |
Element | members/member
Complex Types | member_type_beam, member_type_buckling, member_type_cable, member_type_cable_on_pulley_old, member_type_compression, member_type_rigid, member_type_spring, member_type_tension, member_type_truss, member_type_truss_n
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1}
Children | axis_vectors, axis_z_direction, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
line | reference | optional |
note | xs:string | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_base">
      <xs:sequence>
        <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Natočení prutu kolem lokální osy x [rad].</xs:documentation>
            <xs:documentation xml:lang="en">Rotation member around the local x-axis [rad].</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
        <xs:element name="axis_z_direction" type="vector_3d" minOccurs="0"/>
        <xs:element name="axis_vectors" type="line_axes_direction_vectors" minOccurs="0"/>
      </xs:sequence>
      <!-- id in <1, +infinity) [-]. The material can be referenced from cross section (1D, beam), laminated cross section (2D, shell), brick macro (3D). -->
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <!-- Reference to structure/lines/line[@id]. -->
      <xs:attribute name="line" type="reference"/>
      <xs:anyAttribute processContents="lax"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_axes_direction_vectors

Namespace | No namespace
Annotations |
    Určení os za pomoci směrových vektorů.
    Axes definition by direction vectors.
Diagram |
Used by |
Elements | member_base/axis_vectors, segment_type/axis_vectors
Model | start_vector , end_vector
Children | end_vector, start_vector
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axis | axis_yz | required |
x_rotation | xs:double | required |
    Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.
    Total rotation around local x axis between start and end vector.
Source |
    <xs:complexType name="line_axes_direction_vectors">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Určení os za pomoci směrových vektorů.</xs:documentation>
        <xs:documentation xml:lang="en">Axes definition by direction vectors.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="start_vector" type="vector_3d"/>
        <xs:element name="end_vector" type="vector_3d"/>
      </xs:sequence>
      <xs:attribute name="axis" type="axis_yz" use="required"/>
      <xs:attribute name="x_rotation" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.</xs:documentation>
          <xs:documentation xml:lang="en">Total rotation around local x axis between start and end vector.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_beam

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_beam
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , sections{0,1} , member_eccentricities{0,1} , warping_supports{0,1} , segment* , node_on_member* , pile{0,1} , tendon*
Children | axis_vectors, axis_z_direction, member_eccentricities, node_on_member, pile, rotation_angle, rotation_help_node, sections, segment, tendon, warping_supports
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
end_hinge | reference | optional |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
id | id | required |
line | reference | optional |
member_hinge_eccentricity_end | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
member_hinge_eccentricity_start | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
nonlinearity | reference | optional |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
note | xs:string | optional |
result_section | reference | optional |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
start_hinge | reference | optional |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
subsoil | reference | optional |
    Reference na prutovou podporu (podloží prutu).
    Reference to the member support (member subsoil).
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_beam">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="sections" type="sections_type" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice průřezů po délce prutu v případě náběhu.</xs:documentation>
                <xs:documentation xml:lang="en">Definition of sections along the member in case of tapered beam.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice excentricit po délce prutu.</xs:documentation>
                <xs:documentation xml:lang="en">Definition of eccentrities along the member.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="warping_supports" type="warping_supports_type" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice deplanačních podpor.</xs:documentation>
                <xs:documentation xml:lang="en">Definition of warping supports.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="segment" type="segment_type" maxOccurs="unbounded" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice segmentů na prutu. Pozor, nelze kombinovat se sections nebo member_eccentricities!</xs:documentation>
                <xs:documentation xml:lang="en">Definition of segments along the member. Warning, cannot be combined with sections or member_eccentricities!</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="pile" type="pile_type" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice piloty.</xs:documentation>
                <xs:documentation xml:lang="en">Pile definition.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="tendon" type="integrate_line_to_line" minOccurs="0" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice připojovaných tendonů.</xs:documentation>
                <xs:documentation xml:lang="en">Definition of attached tendons.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Klouby / Hinges-->
          <xs:attribute name="start_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Liniove podepreni prutu / Member subsoil-->
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na prutovou podporu (podloží prutu).</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member support (member subsoil).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Nelinearity prutu / member nonlinearities-->
          <xs:attribute name="nonlinearity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Vysledkove rezy na prutu / Result setions-->
          <xs:attribute name="result_section" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type segment_type

Namespace | No namespace
Diagram |
Used by |
Element | member_type_beam/segment
Model | axis_z_direction{0,1} , axis_vectors{0,1} , sections{0,1} , member_eccentricities{0,1}
Children | axis_vectors, axis_z_direction, member_eccentricities, sections
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
distance_end | relative | required |
    Relativní pozice, ve které končí segment
    Relative position where segment ends.
distance_start | relative | optional |
    Relativní pozice, ve které začíná segment
    Relative position where segment starts.
end_node | reference | required |
    Číslo uzlu, ve kterém končí segment
    Number of the node where segment ends.
section | reference | optional |
    Reference na průřez.
    Reference to the section.
start_node | reference | required |
    Číslo uzlu, ve kterém začíná segment
    Number of the node where segment starts.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="segment_type">
      <xs:sequence>
        <xs:element name="axis_z_direction" type="vector_3d" minOccurs="0"/>
        <xs:element name="axis_vectors" type="line_axes_direction_vectors" minOccurs="0"/>
        <xs:element name="sections" type="sections_type" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definice průřezů po délce segmentu.</xs:documentation>
            <xs:documentation xml:lang="en">Definition of sections along the segment.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definice excentricit po délce segmentu.</xs:documentation>
            <xs:documentation xml:lang="en">Definition of eccentrities along the segment.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="start_node" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo uzlu, ve kterém začíná segment</xs:documentation>
          <xs:documentation xml:lang="en">Number of the node where segment starts.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="end_node" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo uzlu, ve kterém končí segment</xs:documentation>
          <xs:documentation xml:lang="en">Number of the node where segment ends.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_start" type="relative">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní pozice, ve které začíná segment</xs:documentation>
          <xs:documentation xml:lang="en">Relative position where segment starts.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance_end" type="relative" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní pozice, ve které končí segment</xs:documentation>
          <xs:documentation xml:lang="en">Relative position where segment ends.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="section" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <!-- =========================================================
        Member or segment division for RSTAB
        division_number, division_type
        RSTAB proposal: segment::part (start_type, end_type, start_direction, end_direction)
        ========================================================= -->
      <xs:anyAttribute processContents="lax"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_on_member

Namespace | No namespace
Annotations |
    Připojeni uzlu (který je již definovaný v nodes) k linii membru v zadaném místě.
    Connects node (defined in nodes) to the member line at the defined distance.
Diagram |
Used by |
Elements | member_type_beam/node_on_member, member_type_buckling/node_on_member, member_type_cable/node_on_member, member_type_rigid/node_on_member, member_type_truss/node_on_member
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_on_line | xs:double | required |
node_id | reference | required |
type | distance_type | required |
Source |
    <xs:complexType name="node_on_member">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Připojeni uzlu (který je již definovaný v nodes) k linii membru v zadaném místě.</xs:documentation>
        <xs:documentation xml:lang="en">Connects node (defined in nodes) to the member line at the defined distance.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="node_id" type="reference" use="required"/>
      <xs:attribute name="distance_on_line" type="xs:double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pile_type

Namespace | No namespace
Diagram |
Used by |
Element | member_type_beam/pile
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
angles_count | integer_positive | optional |
    Počet ůhlů v růžici.
    Count of angles in the rosette.
diameter | xs:double | optional |
    Průměr piloty.
    Pile diameter.
line | reference | optional |
    Reference na linii, na kterou bude napojena růžice.
    Reference to the line to which the rosette is connected.
spikes_section | reference | optional |
    Průřez použitý na růžice.
    Section used on the spikes.
Source |
    <xs:complexType name="pile_type">
      <xs:attribute name="spikes_section" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Průřez použitý na růžice.</xs:documentation>
          <xs:documentation xml:lang="en">Section used on the spikes.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="diameter" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Průměr piloty.</xs:documentation>
          <xs:documentation xml:lang="en">Pile diameter.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="angles_count" type="integer_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Počet ůhlů v růžici.</xs:documentation>
          <xs:documentation xml:lang="en">Count of angles in the rosette.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="line" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na linii, na kterou bude napojena růžice.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the line to which the rosette is connected.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_rigid

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_rigid
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1} , node_on_member*
Children | axis_vectors, axis_z_direction, member_eccentricities, node_on_member, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
end_hinge | reference | optional |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
id | id | required |
line | reference | optional |
member_hinge_eccentricity_end | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
member_hinge_eccentricity_start | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
nonlinearity | reference | optional |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
note | xs:string | optional |
result_section | reference | optional |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
start_hinge | reference | optional |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
subsoil | reference | optional |
    Reference na prutovou podporu (podloží prutu).
    Reference to the member support (member subsoil).
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_rigid">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Definice excentricit po délce prutu.</xs:documentation>
                <xs:documentation xml:lang="en">Definition of eccentrities along the member.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <!--Klouby / Hinges-->
          <xs:attribute name="start_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Liniove podepreni prutu / Member subsoil-->
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na prutovou podporu (podloží prutu).</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member support (member subsoil).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Nelinearity prutu / member nonlinearities-->
          <xs:attribute name="nonlinearity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Vysledkove rezy na prutu / Result setions-->
          <xs:attribute name="result_section" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_truss

Namespace | No namespace
Annotations |
    Při zadání excentricity, se generované klouby vygenerují na začátek/konec prutu.
    When entering eccentricity, the generated joints are generated at the start/end of the member.
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_truss
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1} , node_on_member*
Children | axis_vectors, axis_z_direction, member_eccentricities, node_on_member, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
id | id | required |
line | reference | optional |
nonlinearity | reference | optional |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
note | xs:string | optional |
result_section | reference | optional |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_truss">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Při zadání excentricity, se generované klouby vygenerují na začátek/konec prutu.</xs:documentation>
        <xs:documentation xml:lang="en">When entering eccentricity, the generated joints are generated at the start/end of the member.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
            <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Nelinearity prutu / member nonlinearities-->
          <xs:attribute name="nonlinearity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Vysledkove rezy na prutu / Result setions-->
          <xs:attribute name="result_section" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_truss_n

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_truss_n
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1}
Children | axis_vectors, axis_z_direction, member_eccentricities, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
end_hinge | reference | optional |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
id | id | required |
line | reference | optional |
member_hinge_eccentricity_end | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
member_hinge_eccentricity_start | xs:boolean | optional |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
nonlinearity | reference | optional |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
start_hinge | reference | optional |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_truss_n">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Klouby / Hinges-->
          <xs:attribute name="start_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
              <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Nelinearity prutu / member nonlinearities-->
          <xs:attribute name="nonlinearity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_tension

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_tension
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1}
Children | axis_vectors, axis_z_direction, member_eccentricities, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
id | id | required |
line | reference | optional |
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_tension">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_compression

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_compression
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1}
Children | axis_vectors, axis_z_direction, member_eccentricities, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
id | id | required |
line | reference | optional |
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_compression">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_buckling

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_buckling
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , member_eccentricities{0,1} , node_on_member*
Children | axis_vectors, axis_z_direction, member_eccentricities, node_on_member, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
end_eccentricity | reference | optional |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
id | id | required |
line | reference | optional |
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
start_eccentricity | reference | optional |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_buckling">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="member_eccentricities" type="member_eccentricities_base" minOccurs="0"/>
            <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--Excentricity / Eccentrities-->
          <xs:attribute name="start_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="end_eccentricity" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_cable

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_cable
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , node_on_member*
Children | axis_vectors, axis_z_direction, node_on_member, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
act_in_compresion | xs:boolean | optional |
    Nepovinný atribut, určující zda lano působí v tlaku.
    Optional attribute to specify whether the cable act in compresion.
id | id | required |
line | reference | optional |
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_cable">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="node_on_member" type="node_on_member" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="act_in_compresion" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda lano působí v tlaku.</xs:documentation>
              <xs:documentation xml:lang="en">Optional attribute to specify whether the cable act in compresion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_cable_on_pulley_old

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_cable_on_pulley_old
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1}
Children | axis_vectors, axis_z_direction, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
line | reference | optional |
note | xs:string | optional |
section | reference | required |
    Reference na průřez.
    Reference to the section.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_cable_on_pulley_old">
      <xs:complexContent>
        <xs:extension base="member_base">
          <!--Prurez / Section-->
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_type_spring

Namespace | No namespace
Diagram |
Type | extension of member_base
Type hierarchy | member_base member_type_spring
Model | rotation_angle{0,1} , rotation_help_node{0,1} , axis_z_direction{0,1} , axis_vectors{0,1} , diagram
Children | axis_vectors, axis_z_direction, diagram, rotation_angle, rotation_help_node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
area_for_self_weight | double_non_negative | optional |
    Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].
    Area for self weight calculation. A in [0, +infinity) [m^2].
dashpot | double_non_negative | optional |
    Tlumič. [0, +infinity) [Ns/m].
    Dashpot. [0, +infinity) [Ns/m].
id | id | required |
line | reference | optional |
note | xs:string | optional |
specific_weight | double_non_negative | optional |
    gamma v [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="member_type_spring">
      <xs:complexContent>
        <xs:extension base="member_base">
          <xs:sequence>
            <xs:element name="diagram" type="spring_diagram" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="specific_weight" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">gamma v [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
              <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="area_for_self_weight" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].</xs:documentation>
              <xs:documentation xml:lang="en">Area for self weight calculation. A in [0, +infinity) [m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="dashpot" type="double_non_negative" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tlumič. [0, +infinity) [Ns/m].</xs:documentation>
              <xs:documentation xml:lang="en">Dashpot. [0, +infinity) [Ns/m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_diagram

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_diagram
Used by |
Element | member_type_spring/diagram
Model | diagram_force_displacement
Children | diagram_force_displacement
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_diagram">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surfaces

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surfaces
Model | surface_settings{0,1} , surface+
Children | surface, surface_settings
Source |
    <xs:complexType name="surfaces">
      <xs:sequence>
        <xs:element name="surface_settings" type="surface_set" minOccurs="0"/>
        <xs:element name="surface" type="surface_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_set

Namespace | No namespace
Diagram |
Used by |
Element | surfaces/surface_settings
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
membranes_act_in_compression | xs:boolean | optional |
    Má membrána působit pouze v tlaku?: false = ne, true = ano, default = false.
    Should the membrane act only in compression?: false = no, true = yes, default = false.
number_of_integration_points | integer_positive | optional |
    Nelze použít pro průřez zadaný maticí a vrstevnatý průřez (musí se zadat každé vrstvě).
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
    Cannot be used for matrix defined cross section and layered cross section (must be specified for each layer).
    Allowed values: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. For a planar element, determine the number of integration points in the layer [-]. By default, 9 integration points are set.
    If only one integration point is set, then the bending stiffnesses cannot be integrated correctly (D11:D33 = 0).
    The setting of one integration point can only be used for the shell model (MODEL = 3) if the input corresponds to the wall stress.
quadrature_type | quadrature_type | optional |
    Přípustné hodnoty: {1, 2, 3, 4, 5}, [-].Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
    Allowed values: {1, 2, 3, 4, 5}, [-]. Type of approximation (quadrature): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
save_results_in_all_integration_points | xs:boolean | optional |
    Pro plošný prvek určí v kolika integračních bodech přes tloušťku prvku se zapíší výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr.
    False =  Standardní nastavení. Zapíší se výsledky jen ve 3 integračních bodech vrstvy (horní líc vrstvy, střed vrstvy a dolní líc vrstvy).
    True = Výsledky se zapisují ve všech integračních bodech vrstvy, pro které byl proveden výpočet (PNL_NUMBER_INT_POINTS_LAYER, až 19 integračních bodů).
    Pro model stěna (MODEL = 2) nebo je-li vynucen jeden integrační bod přes celou tloušťku plošného prvku (PNL_NUMBER_INT_POINTS_LAYER = 1) tak se výsledky zapíší v jednom integračním bodu přes tloušťku prvku.
stabilization_element_material_linear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.
stabilization_element_material_nonlinear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s nelineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with non-linear material.
Source |
    <xs:complexType name="surface_set">
      <xs:attribute name="stabilization_element_material_linear" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.</xs:documentation>
          <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="stabilization_element_material_nonlinear" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s nelineárním materiálem.</xs:documentation>
          <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with non-linear material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nelze použít pro průřez zadaný maticí a vrstevnatý průřez (musí se zadat každé vrstvě). Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu. Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0). Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.</xs:documentation>
          <xs:documentation xml:lang="en">Cannot be used for matrix defined cross section and layered cross section (must be specified for each layer). Allowed values: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. For a planar element, determine the number of integration points in the layer [-]. By default, 9 integration points are set. If only one integration point is set, then the bending stiffnesses cannot be integrated correctly (D11:D33 = 0). The setting of one integration point can only be used for the shell model (MODEL = 3) if the input corresponds to the wall stress.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="save_results_in_all_integration_points" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pro plošný prvek určí v kolika integračních bodech přes tloušťku prvku se zapíší výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr. False = Standardní nastavení. Zapíší se výsledky jen ve 3 integračních bodech vrstvy (horní líc vrstvy, střed vrstvy a dolní líc vrstvy). True = Výsledky se zapisují ve všech integračních bodech vrstvy, pro které byl proveden výpočet (PNL_NUMBER_INT_POINTS_LAYER, až 19 integračních bodů). Pro model stěna (MODEL = 2) nebo je-li vynucen jeden integrační bod přes celou tloušťku plošného prvku (PNL_NUMBER_INT_POINTS_LAYER = 1) tak se výsledky zapíší v jednom integračním bodu přes tloušťku prvku.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <!--<xs:attribute name="laminate_results_in_planar_coordinate_system" type="xs:boolean" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">
              Pro plošný prvek určí v jakem souřadném systému zapsat výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr určený především pro účely testování.
              False =  Standardní nastaveni. Výsledky se zapíši v materiálových souřadnicích.
              True = Výsledky se v jednotlivých vrstvách před zápisem do výsledkového souboru transformuji do planárního souřadného systému.
            </xs:documentation>
            <xs:documentation xml:lang="en"></xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
      <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Přípustné hodnoty: {1, 2, 3, 4, 5}, [-].Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
          <xs:documentation xml:lang="en">Allowed values: {1, 2, 3, 4, 5}, [-]. Type of approximation (quadrature): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="membranes_act_in_compression" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Má membrána působit pouze v tlaku?: false = ne, true = ano, default = false.</xs:documentation>
          <xs:documentation xml:lang="en">Should the membrane act only in compression?: false = no, true = yes, default = false.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type quadrature_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | GAUSS_LOBATTO_QUADRATURE |
enumeration | TRAPEZOIDAL_RULE |
enumeration | SIMPSONS_RULE |
enumeration | GAUSS_LEGENDRE_QUADRATURE |
enumeration | CLENSHAW_CURTIS_QUADRATURE |
Used by |
Attributes | surface_section_base/@quadrature_type, surface_section_laminated_layer/@quadrature_type, surface_set/@quadrature_type
Source |
    <xs:simpleType name="quadrature_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="GAUSS_LOBATTO_QUADRATURE"/>
        <xs:enumeration value="TRAPEZOIDAL_RULE"/>
        <xs:enumeration value="SIMPSONS_RULE"/>
        <xs:enumeration value="GAUSS_LEGENDRE_QUADRATURE"/>
        <xs:enumeration value="CLENSHAW_CURTIS_QUADRATURE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_general_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_general_geometry_definition
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_general_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_pipe_independent_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_pipe_geometry_definition
Type hierarchy | surface_geometry_definition_base surface_pipe_geometry_definition surface_pipe_independent_geometry_definition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
radius | double_positive | required |
    Poloměr trubky.
    Pipe radius.
reverse_lines | references | optional |
trajectory | reference | required |
    Křivka trajektorie.
    Trajectory curve.
Source |
    <xs:complexType name="surface_pipe_independent_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_pipe_geometry_definition">
          <xs:attribute name="radius" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Poloměr trubky.</xs:documentation>
              <xs:documentation xml:lang="en">Pipe radius.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_pipe_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_pipe_geometry_definition
Used by |
Complex Type | surface_pipe_independent_geometry_definition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
trajectory | reference | required |
    Křivka trajektorie.
    Trajectory curve.
Source |
    <xs:complexType name="surface_pipe_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:attribute name="trajectory" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
              <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_rotated_independent_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_rotated_geometry_definition
Type hierarchy | surface_geometry_definition_base surface_rotated_geometry_definition surface_rotated_independent_geometry_definition
Model | axis_node_origin , vector_rotation
Children | axis_node_origin, vector_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
rotation_angle | double_positive | required |
    Úhel rotace okolo osy v radiánech (pravotočivý).
    Rotation angle around the axis (right-handed).
trajectory | reference | required |
    Křivka trajektorie.
    Trajectory curve.
Source |
    <xs:complexType name="surface_rotated_independent_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_rotated_geometry_definition">
          <xs:attribute name="trajectory" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
              <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_rotated_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_rotated_geometry_definition
Used by |
Complex Type | surface_rotated_independent_geometry_definition
Model | axis_node_origin , vector_rotation
Children | axis_node_origin, vector_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
rotation_angle | double_positive | required |
    Úhel rotace okolo osy v radiánech (pravotočivý).
    Rotation angle around the axis (right-handed).
Source |
    <xs:complexType name="surface_rotated_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:sequence>
            <xs:element name="axis_node_origin" type="point_3d">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Bod na počátku osy rotace.</xs:documentation>
                <xs:documentation xml:lang="en">Origin point of rotation axis.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="vector_rotation" type="vector_3d">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Směrový vektor osy rotace (jednotkový).</xs:documentation>
                <xs:documentation xml:lang="en">Axis rotation vector (unit).</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="rotation_angle" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Úhel rotace okolo osy v radiánech (pravotočivý).</xs:documentation>
              <xs:documentation xml:lang="en">Rotation angle around the axis (right-handed).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_trailed_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_trailed_geometry_definition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
rotation_angle | double_positive | optional |
    Úhel rotace okolo osy v radiánech (pravotočivý).
    Rotation angle around the axis (right-handed).
trailed_lines | references | required |
    Linie profilu na počátku.
    Profile lines at the beginning.
trajectory | reference | required |
    Křivka trajektorie.
    Trajectory curve.
Source |
    <xs:complexType name="surface_trailed_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:attribute name="trajectory" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
              <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="trailed_lines" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Linie profilu na počátku.</xs:documentation>
              <xs:documentation xml:lang="en">Profile lines at the beginning.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="rotation_angle" type="double_positive" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Úhel rotace okolo osy v radiánech (pravotočivý).</xs:documentation>
              <xs:documentation xml:lang="en">Rotation angle around the axis (right-handed).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nurbs_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_nurbs_geometry_definition
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Model | control_point_nurbs*
Children | control_point_nurbs
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_nurbs_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:sequence>
            <xs:element name="control_point_nurbs" type="control_point_nurbs" minOccurs="0" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Kontrolní body NURBS plochy.</xs:documentation>
                <xs:documentation xml:lang="en">Control points of NURBS surface.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nurbs_independent_geometry_definition

Namespace | No namespace
Annotations |
    - Počet control_points musí být roven matrix_rows x matrix_columns.
    – Stupeň křivky musí být mezi 2 a 16
    – Počet definičních bodů musí být nejméně roven stupni křivky + 1
    – Všechny váhy musí být kladné
    – Uzly musí tvořit neklesající posloupnost, poslední uzel musí být větší než první
    – Počáteční a koncový uzel se musí opakovat n + 1 krát, kde n je stupeň křivky
    – Vnitřní uzel se může opakovat nejvýše n krát, kde n je stupeň křivky.
    - Počet uzlů musí být roven stupeň křivky + počet definičních bodů + 1
    Number of control_points has to be equal to matrix_rows x matrix_columns.
Diagram |
Type | extension of surface_nurbs_geometry_definition
Type hierarchy | surface_geometry_definition_base surface_nurbs_geometry_definition surface_nurbs_independent_geometry_definition
Model | control_point_nurbs*
Children | control_point_nurbs
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_lines | references | required |
degree_u | integer_positive | required |
    Stupeň křivky ve směru U.
    Degree curve in the U direction.
degree_v | integer_positive | required |
    Stupeň křivky ve směru V.
    Degree curve in the V direction.
knot_u | array_of_double | required |
    Uzlový vektor ve směru U. Počet hodnot = (degree_u + matrix_rows + 1)
    Knot vector in the U direction. Number of values = (degree_u + matrix_rows + 1)
knot_v | array_of_double | required |
    Uzlový vektor ve směru V. Počet hodnot = (degree_v + matrix_columns + 1)
    Knot vector in the V direction. Number of values = (degree_v + matrix_columns + 1)
matrix_columns | integer_positive | required |
    Počet sloupců matice.
    The number of columns in matrix.
matrix_rows | integer_positive | required |
    Počet řádků matice.
    The number of rows in matrix.
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_nurbs_independent_geometry_definition">
      <xs:annotation>
        <xs:documentation xml:lang="cs">- Počet control_points musí být roven matrix_rows x matrix_columns. – Stupeň křivky musí být mezi 2 a 16 – Počet definičních bodů musí být nejméně roven stupni křivky + 1 – Všechny váhy musí být kladné – Uzly musí tvořit neklesající posloupnost, poslední uzel musí být větší než první – Počáteční a koncový uzel se musí opakovat n + 1 krát, kde n je stupeň křivky – Vnitřní uzel se může opakovat nejvýše n krát, kde n je stupeň křivky. - Počet uzlů musí být roven stupeň křivky + počet definičních bodů + 1</xs:documentation>
        <xs:documentation xml:lang="en">Number of control_points has to be equal to matrix_rows x matrix_columns.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_nurbs_geometry_definition">
          <xs:attribute name="matrix_rows" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet řádků matice.</xs:documentation>
              <xs:documentation xml:lang="en">The number of rows in matrix.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="matrix_columns" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet sloupců matice.</xs:documentation>
              <xs:documentation xml:lang="en">The number of columns in matrix.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="degree_u" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Stupeň křivky ve směru U.</xs:documentation>
              <xs:documentation xml:lang="en">Degree curve in the U direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="degree_v" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Stupeň křivky ve směru V.</xs:documentation>
              <xs:documentation xml:lang="en">Degree curve in the V direction.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="knot_u" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Uzlový vektor ve směru U. Počet hodnot = (degree_u + matrix_rows + 1)</xs:documentation>
              <xs:documentation xml:lang="en">Knot vector in the U direction. Number of values = (degree_u + matrix_rows + 1)</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="knot_v" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Uzlový vektor ve směru V. Počet hodnot = (degree_v + matrix_columns + 1)</xs:documentation>
              <xs:documentation xml:lang="en">Knot vector in the V direction. Number of values = (degree_v + matrix_columns + 1)</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nurbs_open_cascade_string

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_nurbs_open_cascade_string
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition | xs:string | optional |
    Definiční string pro open cascade.
    Definition string for open cascade.
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_nurbs_open_cascade_string">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:attribute name="definition" type="xs:string" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definiční string pro open cascade.</xs:documentation>
              <xs:documentation xml:lang="en">Definition string for open cascade.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_quadrangle_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_quadrangle_geometry_definition
Used by |
Complex Type | surface_b_spline_geometry_definition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
corner_nodes | references | optional |
    Rohové body pro speciální případy quadrangle ploch.
    Corner nodes for special cases of quadrangle surfaces.
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_quadrangle_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:attribute name="corner_nodes" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Rohové body pro speciální případy quadrangle ploch.</xs:documentation>
              <xs:documentation xml:lang="en">Corner nodes for special cases of quadrangle surfaces.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_b_spline_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_quadrangle_geometry_definition
Type hierarchy | surface_geometry_definition_base surface_quadrangle_geometry_definition surface_b_spline_geometry_definition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
corner_nodes | references | optional |
    Rohové body pro speciální případy quadrangle ploch.
    Corner nodes for special cases of quadrangle surfaces.
definition_lines | references | required |
reverse_lines | references | optional |
Source |
    <xs:complexType name="surface_b_spline_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_quadrangle_geometry_definition">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_part_geometry_definition

Namespace | No namespace
Diagram |
Type | extension of surface_geometry_definition_base
Type hierarchy | surface_geometry_definition_base surface_part_geometry_definition
Attributes |
QName | Type | Use |
--- | --- | --- | ---
definition_lines | references | required |
reverse_lines | references | optional |
surface_origin | reference | required |
Source |
    <xs:complexType name="surface_part_geometry_definition">
      <xs:complexContent>
        <xs:extension base="surface_geometry_definition_base">
          <xs:attribute name="surface_origin" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | solid_axes_rotation_general_curve, solid_axes_rotation_plane_curve, solid_axes_rotation_point_and_vector, solid_axes_rotation_surface, solid_axes_rotation_two_point, solid_axes_rotation_two_vector
Element | solid_base/axes_rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
Source |
    <xs:complexType name="solid_axes_rotation_base">
      <xs:attribute name="axes_definition" type="solid_axes_rotation_definition_axes_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type solid_axes_rotation_definition_axes_type

Namespace | No namespace
Annotations |
    Určení definovaných os, dle jednotlivých typů. První dvě osy definovány, třetí je rovna vektorovému součinu os první a druhé v tomto pořadí. Pro typ YXZ jsou osy: první=Y druhá=X a třetí=Z.
    Determination of defined axes, according to individual types. The first two axes are defined, the third is equal to the vector product of the first and second axes, respectively. For type YXZ, the axes are: first = Y, second = X, and third = Z.
Diagram |
Type | restriction of xs:string
Facets |
enumeration | XYZ |
enumeration | XZY |
enumeration | YXZ |
enumeration | YZX |
enumeration | ZXY |
enumeration | ZYX |
Used by |
Attribute | solid_axes_rotation_base/@axes_definition
Source |
    <xs:simpleType name="solid_axes_rotation_definition_axes_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Určení definovaných os, dle jednotlivých typů. První dvě osy definovány, třetí je rovna vektorovému součinu os první a druhé v tomto pořadí. Pro typ YXZ jsou osy: první=Y druhá=X a třetí=Z.</xs:documentation>
        <xs:documentation xml:lang="en">Determination of defined axes, according to individual types. The first two axes are defined, the third is equal to the vector product of the first and second axes, respectively. For type YXZ, the axes are: first = Y, second = X, and third = Z.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:string">
        <xs:enumeration value="XYZ"/>
        <xs:enumeration value="XZY"/>
        <xs:enumeration value="YXZ"/>
        <xs:enumeration value="YZX"/>
        <xs:enumeration value="ZXY"/>
        <xs:enumeration value="ZYX"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_two_vector

Namespace | No namespace
Annotations |
    Natočení os tělesa pomocí dvou vektorů. Lokální systém je tedy pro dané těleso konstantní.
    Rotation of solid axes using two vectors. The local system is therefore constant for a given solid.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_two_vector
Model | vector_1 , vector_2
Children | vector_1, vector_2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
Source |
    <xs:complexType name="solid_axes_rotation_two_vector">
      <!--typ 1-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os tělesa pomocí dvou vektorů. Lokální systém je tedy pro dané těleso konstantní.</xs:documentation>
        <xs:documentation xml:lang="en">Rotation of solid axes using two vectors. The local system is therefore constant for a given solid.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:sequence>
            <xs:element name="vector_1" type="vector_3d"/>
            <xs:element name="vector_2" type="vector_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_point_and_vector

Namespace | No namespace
Annotations |
    Natočení os tělesa pomocí bodu a vektoru. Lokální systém třetí osy je definován jako úsečka z těžiště elementu do bodu A. První osa je kolmá na třetí osu a rovnoběžná s rovinou normálového vektoru.
    Rotate the axes of the body using a point and a vector. The local system of the third axis is defined as a line from the center of gravity of the element to the point A. The first axis is perpendicular to the third axis and parallel to the plane of the normal vector.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_point_and_vector
Model | vector , point
Children | point, vector
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
Source |
    <xs:complexType name="solid_axes_rotation_point_and_vector">
      <!--typ 2-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os tělesa pomocí bodu a vektoru. Lokální systém třetí osy je definován jako úsečka z těžiště elementu do bodu A. První osa je kolmá na třetí osu a rovnoběžná s rovinou normálového vektoru.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of the body using a point and a vector. The local system of the third axis is defined as a line from the center of gravity of the element to the point A. The first axis is perpendicular to the third axis and parallel to the plane of the normal vector.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:sequence>
            <xs:element name="vector" type="vector_3d"/>
            <xs:element name="point" type="point_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_two_point

Namespace | No namespace
Annotations |
    Natočení os tělesa pomocí dvou bodů. první a druhý bod určují přímku a směr lokální druhé osy. Lokální směr třetí osy bude kolmice vedena z těžiště elementu na přímku.
    Rotate the axes of the body using two points. the first and second points determine the line and direction of the local second axis. The local direction of the third axis will be the perpendicular from the center of gravity of the element to the line.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_two_point
Model | point_1 , point_2
Children | point_1, point_2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
Source |
    <xs:complexType name="solid_axes_rotation_two_point">
      <!--typ 3-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os tělesa pomocí dvou bodů. první a druhý bod určují přímku a směr lokální druhé osy. Lokální směr třetí osy bude kolmice vedena z těžiště elementu na přímku.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of the body using two points. the first and second points determine the line and direction of the local second axis. The local direction of the third axis will be the perpendicular from the center of gravity of the element to the line.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:sequence>
            <xs:element name="point_1" type="point_3d"/>
            <xs:element name="point_2" type="point_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_plane_curve

Namespace | No namespace
Annotations |
    Lokální systém tělesa, definovaný rovinnou křivkou. K těžišti tělesa se najde nejbližší bod na křivce. Lokální druhá osa bude tečna ke křivce v tomto bodě. Lokální třetí osa bude kolmá na lokální druhou osu a ležet v rovině křivky.
    Local solid system, defined by a plane curve. The nearest point on the curve is found to the center of gravity of the body. The local second axis will be tangent to the curve at this point. The local third axis will be perpendicular to the local second axis and lie in the plane of the curve.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_plane_curve
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
curves | references | required |
    Definiční křivky v jedné rovině.
    Definition curves in one plane.
Source |
    <xs:complexType name="solid_axes_rotation_plane_curve">
      <!--typ 4-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lokální systém tělesa, definovaný rovinnou křivkou. K těžišti tělesa se najde nejbližší bod na křivce. Lokální druhá osa bude tečna ke křivce v tomto bodě. Lokální třetí osa bude kolmá na lokální druhou osu a ležet v rovině křivky.</xs:documentation>
        <xs:documentation xml:lang="en">Local solid system, defined by a plane curve. The nearest point on the curve is found to the center of gravity of the body. The local second axis will be tangent to the curve at this point. The local third axis will be perpendicular to the local second axis and lie in the plane of the curve.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:attribute name="curves" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definiční křivky v jedné rovině.</xs:documentation>
              <xs:documentation xml:lang="en">Definition curves in one plane.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_general_curve

Namespace | No namespace
Annotations |
    Lokální systém tělesa, definovaný obecnou křivkou. K těžišti tělesa se najde nejbližší bod na křivce. Lokální druhá osa bude tečna ke křivce v tomto bodě. Lokální třetí osa budesměřovat z těžiště tělesa do nejbližšího na křivce. Pokud by takto definovaná lokání třetí osa nebyla kolmá na lokální druhou osu, tak se použije vektor, který leží v rovině, určené osami druhé a třetí toviny, je kolmý na druhou osu a s osou třetí svírá ostrý úhel. Pokud bude lokální systém definován více křivkami, pak přednost dostane ta, která je bodu tělesa nejblíže.
    Local solid system, defined by a general curve. The nearest point on the curve is located at the center of gravity of the body. The local second axis will be tangent to the curve at this point. The local third axis will point from the center of gravity of the body to the nearest on the curve. If the third axis locations thus defined are not perpendicular to the local second axis, then a vector is used which lies in a plane defined by the axes of the second and third axes, is perpendicular to the second axis and forms an acute angle with the third axis. If the local system is defined by multiple curves, then the one closest to the point of the body will take precedence.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_general_curve
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
curves | references | required |
    Definiční křivky v obecných rovinách.
    Definition curves general planes.
Source |
    <xs:complexType name="solid_axes_rotation_general_curve">
      <!--typ 5-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lokální systém tělesa, definovaný obecnou křivkou. K těžišti tělesa se najde nejbližší bod na křivce. Lokální druhá osa bude tečna ke křivce v tomto bodě. Lokální třetí osa budesměřovat z těžiště tělesa do nejbližšího na křivce. Pokud by takto definovaná lokání třetí osa nebyla kolmá na lokální druhou osu, tak se použije vektor, který leží v rovině, určené osami druhé a třetí toviny, je kolmý na druhou osu a s osou třetí svírá ostrý úhel. Pokud bude lokální systém definován více křivkami, pak přednost dostane ta, která je bodu tělesa nejblíže.</xs:documentation>
        <xs:documentation xml:lang="en">Local solid system, defined by a general curve. The nearest point on the curve is located at the center of gravity of the body. The local second axis will be tangent to the curve at this point. The local third axis will point from the center of gravity of the body to the nearest on the curve. If the third axis locations thus defined are not perpendicular to the local second axis, then a vector is used which lies in a plane defined by the axes of the second and third axes, is perpendicular to the second axis and forms an acute angle with the third axis. If the local system is defined by multiple curves, then the one closest to the point of the body will take precedence.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:attribute name="curves" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definiční křivky v obecných rovinách.</xs:documentation>
              <xs:documentation xml:lang="en">Definition curves general planes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_axes_rotation_surface

Namespace | No namespace
Annotations |
    Lokální systém tělesa, definovaný obecnou křivkou. K těžišti tělesa se najde nejbližší bod na ploše a převezme se lokální systém plochy v tomto bodě.
    Local solid system, defined by a general curve. The nearest point on the surface is found to the center of gravity of the body and the local surface system is taken over at this point.
Diagram |
Type | extension of solid_axes_rotation_base
Type hierarchy | solid_axes_rotation_base solid_axes_rotation_surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axes_definition | solid_axes_rotation_definition_axes_type | required |
surfaces | references | required |
    Definiční křivky v jedné rovině.
    Definition curves in one plane.
Source |
    <xs:complexType name="solid_axes_rotation_surface">
      <!--typ 6-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lokální systém tělesa, definovaný obecnou křivkou. K těžišti tělesa se najde nejbližší bod na ploše a převezme se lokální systém plochy v tomto bodě.</xs:documentation>
        <xs:documentation xml:lang="en">Local solid system, defined by a general curve. The nearest point on the surface is found to the center of gravity of the body and the local surface system is taken over at this point.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_axes_rotation_base">
          <xs:attribute name="surfaces" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definiční křivky v jedné rovině.</xs:documentation>
              <xs:documentation xml:lang="en">Definition curves in one plane.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axis_rotation_angle

Namespace | No namespace
Annotations |
    Natočení os plochy kolem lokální osy z [rad].
    Rotation axes surface around the local z-axis [rad].
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axis_rotation_angle
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
angle | xs:double | required |
Source |
    <xs:complexType name="axis_rotation_angle">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy kolem lokální osy z [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation axes surface around the local z-axis [rad].</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:attribute name="angle" type="xs:double" use="required">
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axis_rotation_to_point

Namespace | No namespace
Annotations |
    Natočení os plochy k bodům tvořící osu.
    Rotation axes surface to the points forming the axis.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axis_rotation_to_point
Model | point_1 , point_2
Children | point_1, point_2
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axis_rotation_to_point">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy k bodům tvořící osu.</xs:documentation>
        <xs:documentation xml:lang="en">Rotation axes surface to the points forming the axis.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="point_1" type="point_3d"/>
            <xs:element name="point_2" type="point_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axis_rotation_parallel_to_lines

Namespace | No namespace
Annotations |
    Natočení os plochy paralelně s liniemi.
    Rotation axes surface parallel to lines.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axis_rotation_parallel_to_lines
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
lines | references | optional |
Source |
    <xs:complexType name="axis_rotation_parallel_to_lines">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy paralelně s liniemi.</xs:documentation>
        <xs:documentation xml:lang="en">Rotation axes surface parallel to lines.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:attribute name="lines" type="references"/>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axis_rotation_parallel_to_coordinate_system

Namespace | No namespace
Annotations |
    Natočení os plochy paralelně se souřadným systémem.
    Rotation axes surface parallel to coordinate system.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axis_rotation_parallel_to_coordinate_system
Model | rotation
Children | rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
Source |
    <xs:complexType name="axis_rotation_parallel_to_coordinate_system">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy paralelně se souřadným systémem.</xs:documentation>
        <xs:documentation xml:lang="en">Rotation axes surface parallel to coordinate system.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="1"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_parallel_to_surface

Namespace | No namespace
Annotations |
    Natočení os plochy paralelně s danou rovinou.
    Rotate axes of surface parallel to surface.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axes_rotation_parallel_to_surface
Model | vector
Children | vector
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axes_rotation_parallel_to_surface">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy paralelně s danou rovinou.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate axes of surface parallel to surface.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="vector" type="vector_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_nonparallel_to_line

Namespace | No namespace
Annotations |
    Natočení os plochy různoběžně s danou přímkou.
    Rotate the axes of surface non-parallel to line.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axes_rotation_nonparallel_to_line
Model | point_1 , point_2
Children | point_1, point_2
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
acute_angle | xs:boolean | required |
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axes_rotation_nonparallel_to_line">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy různoběžně s danou přímkou.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of surface non-parallel to line.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="point_1" type="point_3d"/>
            <xs:element name="point_2" type="point_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
          <xs:attribute name="acute_angle" type="xs:boolean" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_to_vector_in_plane

Namespace | No namespace
Annotations |
    Natočení os plochy pomocí vektoru.
    Rotate the axes of surface using a vector.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axes_rotation_to_vector_in_plane
Model | vector
Children | vector
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axes_rotation_to_vector_in_plane">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy pomocí vektoru.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of surface using a vector.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="vector" type="vector_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_to_vector_in_plane_defined_by_point

Namespace | No namespace
Annotations |
    Natočení os plochy pomocí vektoru definovaného pomocí bodu.
    Rotate the axes of surface using a vector defined by a point.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axes_rotation_to_vector_in_plane_defined_by_point
Model | point
Children | point
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axes_rotation_to_vector_in_plane_defined_by_point">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy pomocí vektoru definovaného pomocí bodu.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of surface using a vector defined by a point.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="point" type="point_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type axes_rotation_to_vector_in_plane_normal_to_line

Namespace | No namespace
Annotations |
    Natočení os plochy pomocí vektoru definovaného pomocí přímky.
    Rotate the axes of surface using a vector defined by a line.
Diagram |
Type | extension of axes_rotation_base
Type hierarchy | axes_rotation_base axes_rotation_to_vector_in_plane_normal_to_line
Model | point_1 , point_2
Children | point_1, point_2
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
additional_rotation | xs:double | optional |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
axis | axis_xy | required |
Source |
    <xs:complexType name="axes_rotation_to_vector_in_plane_normal_to_line">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení os plochy pomocí vektoru definovaného pomocí přímky.</xs:documentation>
        <xs:documentation xml:lang="en">Rotate the axes of surface using a vector defined by a line.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="axes_rotation_base">
          <xs:sequence>
            <xs:element name="point_1" type="point_3d"/>
            <xs:element name="point_2" type="point_3d"/>
          </xs:sequence>
          <xs:attribute name="axis" type="axis_xy" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type surface_geometry_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | GENERAL |
enumeration | NURBS |
enumeration | QUADRANGLE |
Source |
    <xs:simpleType name="surface_geometry_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="GENERAL"/>
        <xs:enumeration value="NURBS"/>
        <xs:enumeration value="QUADRANGLE"/>
        <!--<xs:enumeration value="B-SPLINE"/>
          <xs:enumeration value="ROTATED"/>
          <xs:enumeration value="PIPE"/>
          <xs:enumeration value="TRAILED"/>
          <xs:enumeration value="COMPONENT"/>
          <xs:enumeration value="COLUMN_QUAD"/>
          <xs:enumeration value="COLUMN_CIRCLE"/>-->
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nonlinearity_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | surface_nonstiff_masonry, surface_nonstiff_membrane, surface_nonstiff_recoc_crack, surface_nonstiff_recoc_creep
Element | surface_type_standard/nonlinearity
Source |
    <xs:complexType name="surface_nonlinearity_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nonstiff_membrane

Namespace | No namespace
Diagram |
Type | extension of surface_nonlinearity_base
Type hierarchy | surface_nonlinearity_base surface_nonstiff_membrane
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
act_in_compresion | xs:boolean | optional |
    Nepovinný atribut, určující zda mambrána působí v tlaku.
    Optional attribute to specify whether the membrane act in compresion.
Source |
    <xs:complexType name="surface_nonstiff_membrane">
      <xs:complexContent>
        <xs:extension base="surface_nonlinearity_base">
          <xs:attribute name="act_in_compresion" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda mambrána působí v tlaku.</xs:documentation>
              <xs:documentation xml:lang="en">Optional attribute to specify whether the membrane act in compresion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nonstiff_recoc_crack

Namespace | No namespace
Diagram |
Type | extension of surface_nonlinearity_base
Type hierarchy | surface_nonlinearity_base surface_nonstiff_recoc_crack
Source |
    <xs:complexType name="surface_nonstiff_recoc_crack">
      <xs:complexContent>
        <xs:extension base="surface_nonlinearity_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nonstiff_recoc_creep

Namespace | No namespace
Diagram |
Type | extension of surface_nonlinearity_base
Type hierarchy | surface_nonlinearity_base surface_nonstiff_recoc_creep
Source |
    <xs:complexType name="surface_nonstiff_recoc_creep">
      <xs:complexContent>
        <xs:extension base="surface_nonlinearity_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_nonstiff_masonry

Namespace | No namespace
Diagram |
Type | extension of surface_nonlinearity_base
Type hierarchy | surface_nonlinearity_base surface_nonstiff_masonry
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
force | xs:double | optional |
Source |
    <xs:complexType name="surface_nonstiff_masonry">
      <xs:complexContent>
        <xs:extension base="surface_nonlinearity_base">
          <xs:attribute name="force" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs"/>
              <xs:documentation xml:lang="en"/>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_part_select_base

Namespace | No namespace
Diagram |
Model | selection
Children | selection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
section | reference | required |
Source |
    <xs:complexType name="surface_part_select_base">
      <xs:sequence>
        <xs:element name="selection">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="plane" type="projection_plane_base"/>
            </xs:sequence>
            <xs:attribute name="direction" type="translation_direction" use="required"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="alfa" type="xs:double" use="optional"/>
      <xs:attribute name="section" type="reference" use="required"/>
      <xs:attributeGroup ref="additional_eccentricity_2d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type projection_plane_base

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_influence/surface_influence/plane, circular_force_linear_type/plane, circular_force_uniform_type/plane, circular_local_force_linear_type/plane, circular_local_force_uniform_type/plane, concentrated_force_moment_type/plane, concentrated_local_force_moment_type/plane, line_force_linear_type/plane, line_force_uniform_type/plane, line_force_variable_type/plane, line_local_force_linear_type/plane, line_local_force_uniform_type/plane, line_local_force_variable_type/plane, polygon_force_linear_3nodes_type/plane, polygon_force_linear_in_type/plane, polygon_force_uniform_type/plane, polygon_local_force_linear_3nodes_type/plane, polygon_local_force_linear_in_type/plane, polygon_local_force_uniform_type/plane, surface_part_region/selection/plane, surface_part_select_base/selection/plane
Complex Types | plane_definable, plane_xy, plane_xz, plane_yz
Source |
    <xs:complexType name="projection_plane_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_part_region

Namespace | No namespace
Diagram |
Used by |
Element | surface_part/regions
Model | selection
Children | selection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
section | reference | required |
Source |
    <xs:complexType name="surface_part_region">
      <xs:sequence>
        <xs:element name="selection">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="plane" type="projection_plane_base"/>
            </xs:sequence>
            <xs:attribute name="direction" type="translation_direction" use="required"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="alfa" type="xs:double" use="optional"/>
      <xs:attribute name="section" type="reference" use="required"/>
      <xs:attributeGroup ref="additional_eccentricity_2d"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_part

Namespace | No namespace
Diagram |
Used by |
Element | surface_type_standard/part
Model | elements* , regions*
Children | elements, regions
Source |
    <xs:complexType name="surface_part">
      <xs:sequence>
        <xs:element name="elements" type="finite_element_data_2d_center_section" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="regions" type="surface_part_region" minOccurs="0" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Zatím nepodporovaný (do budoucna).</xs:documentation>
            <xs:documentation xml:lang="en">Not supported yet (in future).</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_2d_center_section

Namespace | No namespace
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_2d_center_section
Used by |
Elements | finite_element_data_block/elements_2d/section, surface_part/elements
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
id | id | required |
section | reference | required |
Source |
    <xs:complexType name="finite_element_data_2d_center_section">
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="alfa" type="xs:double" use="optional"/>
          <xs:attribute name="section" type="reference" use="required"/>
          <xs:attributeGroup ref="additional_eccentricity_2d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_block_element_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | finite_element_data_1d_center, finite_element_data_1d_center_section, finite_element_data_2d_center, finite_element_data_2d_center_section, finite_element_data_3d_center, finite_element_data_3d_center_material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
id | id | required |
Source |
    <xs:complexType name="finite_element_data_block_element_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="elem" type="references" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">ID elementů. Určený podle generátoru sítě.</xs:documentation>
          <xs:documentation xml:lang="en">Elements ID. Determined by the mesh generator.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_type_standard

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_type_standard
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition* , nonlinearity{0,1} , part*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge, nonlinearity, part
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eccentricity | xs:double | optional |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
face_alignment | surface_alignment_type | optional |
    Zarovnání plochy (pomocí excentricity).
    Surface alignment (by eccentricity).
hinge | reference | optional |
    Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].
    Reference to: solver_input/structure/line_release_types/line_release_type[@id].
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
membrane | xs:boolean | optional |
    Nepovinný atribut, určující zda se jedná o plochu typu membrána.
    Optional attribute to specify whether the surface is a membrane type.
note | xs:string | optional |
section | reference | required |
    Odkaz na: solver_input/structure/surface_sections/surface_section[@id].
    Reference to: solver_input/structure/surface_sections/surface_section[@id].
subsoil | reference | optional |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Source |
    <xs:complexType name="surface_type_standard">
      <xs:complexContent>
        <xs:extension base="surface_base">
          <xs:sequence>
            <xs:element name="nonlinearity" type="surface_nonlinearity_base" minOccurs="0" maxOccurs="1"/>
            <xs:element name="part" type="surface_part" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_sections/surface_section[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_sections/surface_section[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="eccentricity" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
              <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="face_alignment" type="surface_alignment_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Zarovnání plochy (pomocí excentricity).</xs:documentation>
              <xs:documentation xml:lang="en">Surface alignment (by eccentricity).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="membrane" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda se jedná o plochu typu membrána.</xs:documentation>
              <xs:documentation xml:lang="en">Optional attribute to specify whether the surface is a membrane type.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_type_for_modelling

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_type_for_modelling
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
subsoil | reference | optional |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Source |
    <xs:complexType name="surface_type_for_modelling">
      <xs:complexContent>
        <xs:extension base="surface_base">
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_type_rigid

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_type_rigid
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eccentricity | xs:double | optional |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
hinge | reference | optional |
    Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].
    Reference to: solver_input/structure/line_release_types/line_release_type[@id].
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
subsoil | reference | optional |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Source |
    <xs:complexType name="surface_type_rigid">
      <xs:complexContent>
        <xs:extension base="surface_base">
          <xs:attribute name="eccentricity" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
              <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="hinge" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_type_duplicate

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_type_duplicate
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eccentricity | xs:double | optional |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
face_alignment | surface_alignment_type | optional |
    Zarovnání plochy (pomocí excentricity).
    Surface alignment (by eccentricity).
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
original | reference | required |
    Odkaz na existující plochu: solver_input/structure/surfaces/surface[@id].
    Reference to exist surface: solver_input/structure/surfaces/surface[@id].
section | reference | optional |
    Odkaz na: solver_input/structure/surface_sections/surface_section[@id]. Pokuď není zadáno defaultní nastavení: surface_type_for_modelling.
    Reference to: solver_input/structure/surface_sections/surface_section[@id]. If not specified default value: surface_type_for_modelling.
subsoil | reference | optional |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Source |
    <xs:complexType name="surface_type_duplicate">
      <xs:complexContent>
        <xs:extension base="surface_base">
          <xs:attribute name="original" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na existující plochu: solver_input/structure/surfaces/surface[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to exist surface: solver_input/structure/surfaces/surface[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="section" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_sections/surface_section[@id]. Pokuď není zadáno defaultní nastavení: surface_type_for_modelling.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_sections/surface_section[@id]. If not specified default value: surface_type_for_modelling.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="eccentricity" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
              <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="face_alignment" type="surface_alignment_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Zarovnání plochy (pomocí excentricity).</xs:documentation>
              <xs:documentation xml:lang="en">Surface alignment (by eccentricity).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="subsoil" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_sections

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_sections
Model | surface_section+
Children | surface_section
Source |
    <xs:complexType name="surface_sections">
      <xs:sequence>
        <xs:element name="surface_section" type="surface_section_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_sections/surface_section
Complex Types | surface_section_laminated, surface_section_stiffness_matrix, surface_section_uniform, surface_section_variable, surface_section_variable_circle, surface_section_variable_direction
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Source |
    <xs:complexType name="surface_section_base">
      <xs:attribute name="material" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
          <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_visco_parameter" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_initial_strain" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pouze pro nelineární jednovrstvý materiál. Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě. Standardně je nastaveno 9 integračních bodu. Volitelný parametr.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pouze pro nelineární jednovrstvý materiál. Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="phase_section" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.</xs:documentation>
          <xs:documentation xml:lang="en">This is a phased cross-section, or a non-linear cross-section/material in some phase.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type plate_thickness_direction

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | local_x |
enumeration | local_y |
Used by |
Attribute | surface_section_variable_direction/@direction
Source |
    <xs:simpleType name="plate_thickness_direction">
      <xs:restriction base="xs:string">
        <xs:enumeration value="X"/>
        <xs:enumeration value="Y"/>
        <xs:enumeration value="Z"/>
        <xs:enumeration value="local_x"/>
        <xs:enumeration value="local_y"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_uniform

Namespace | No namespace
Annotations |
    Typ průřezu plochy rovnoměrná.
    Type section surface uniform.
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_uniform
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
thickness | double_positive | required |
    Tloušťka plochy [m].
    Thickness surface [m].
Source |
    <xs:complexType name="surface_section_uniform">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ průřezu plochy rovnoměrná.</xs:documentation>
        <xs:documentation xml:lang="en">Type section surface uniform.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:attribute name="thickness" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tloušťka plochy [m].</xs:documentation>
              <xs:documentation xml:lang="en">Thickness surface [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_variable

Namespace | No namespace
Annotations |
    Typ průřezu plochy proměnná. Možné zadání ve tří nebo ve čtyřech uzlech.
    Type section surface uniform. Possible input in three or four nodes.
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_variable
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
    Definované uzly, kterým je přiřazena hodnota tloušťky. Pořadí musí odpovídat pořadí tlouštěk.
    Defined nodes assigned a thickness value. The order must correspond to the thickness order.
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
thicknesses | array_of_double | required |
    Hodnoty tloušťek v jednotlivých bodech. Pořadí hodnot musí odpovídat pořadí uzlům.
    Thickness values at individual points. The order of the values must match the order of the nodes.
Source |
    <xs:complexType name="surface_section_variable">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ průřezu plochy proměnná. Možné zadání ve tří nebo ve čtyřech uzlech.</xs:documentation>
        <xs:documentation xml:lang="en">Type section surface uniform. Possible input in three or four nodes.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:attribute name="thicknesses" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Hodnoty tloušťek v jednotlivých bodech. Pořadí hodnot musí odpovídat pořadí uzlům.</xs:documentation>
              <xs:documentation xml:lang="en">Thickness values at individual points. The order of the values must match the order of the nodes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="definition_nodes" type="references" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Definované uzly, kterým je přiřazena hodnota tloušťky. Pořadí musí odpovídat pořadí tlouštěk.</xs:documentation>
              <xs:documentation xml:lang="en">Defined nodes assigned a thickness value. The order must correspond to the thickness order.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_variable_direction

Namespace | No namespace
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_variable_direction
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_nodes | references | required |
direction | plate_thickness_direction | optional |
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
thicknesses | array_of_double | required |
Source |
    <xs:complexType name="surface_section_variable_direction">
      <xs:annotation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:attribute name="thicknesses" type="array_of_double" use="required"/>
          <xs:attribute name="definition_nodes" type="references" use="required"/>
          <xs:attribute name="direction" type="plate_thickness_direction"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_variable_circle

Namespace | No namespace
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_variable_circle
Model | center_circle
Children | center_circle
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
gradient | xs:double | required |
    Směr gradientu je od středu do kraje.
    Gradient direction is from center to rim.
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
thickness_center | double_positive | required |
    Tloušťka ve středu kružnice.
    Thickness in the center of the circle.
Source |
    <xs:complexType name="surface_section_variable_circle">
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:sequence>
            <xs:element name="center_circle" type="point_3d"/>
          </xs:sequence>
          <xs:attribute name="thickness_center" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tloušťka ve středu kružnice.</xs:documentation>
              <xs:documentation xml:lang="en">Thickness in the center of the circle.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="gradient" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Směr gradientu je od středu do kraje.</xs:documentation>
              <xs:documentation xml:lang="en">Gradient direction is from center to rim.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_stiffness_matrix

Namespace | No namespace
Annotations |
    Tento typ průřezu nedovoluje zadání nelineárního materiálu a viscozity.
    This type of cross section does not allow the input of nonlinear material and viscosity.
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_stiffness_matrix
Model | stiffness_matrix
Children | stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
self_thickness | double_positive | required |
Source |
    <xs:complexType name="surface_section_stiffness_matrix">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tento typ průřezu nedovoluje zadání nelineárního materiálu a viscozity.</xs:documentation>
        <xs:documentation xml:lang="en">This type of cross section does not allow the input of nonlinear material and viscosity.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:sequence>
            <xs:element name="stiffness_matrix" type="surface_stiffness_matrix_type"/>
          </xs:sequence>
          <xs:attribute name="self_thickness" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_stiffness_matrix_type

Namespace | No namespace
Diagram |
Used by |
Element | surface_section_stiffness_matrix/stiffness_matrix
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_non_negative | required |
d12 | xs:double | required |
d13 | xs:double | required |
d16 | xs:double | required |
d17 | xs:double | required |
d18 | xs:double | required |
d22 | double_non_negative | required |
d23 | xs:double | required |
d27 | xs:double | required |
d28 | xs:double | required |
d33 | double_non_negative | required |
d38 | xs:double | required |
d44 | double_non_negative | required |
d45 | xs:double | required |
d55 | double_non_negative | required |
d66 | double_non_negative | required |
d67 | xs:double | required |
d68 | xs:double | required |
d77 | double_non_negative | required |
d78 | xs:double | required |
d88 | double_non_negative | required |
rotation_z_axis | xs:double | required |
    Úhel k hlavním osám (alfa_12).
    Angle to the main axes.
Source |
    <xs:complexType name="surface_stiffness_matrix_type">
      <xs:attribute name="d11" type="double_non_negative" use="required"/>
      <xs:attribute name="d22" type="double_non_negative" use="required"/>
      <xs:attribute name="d33" type="double_non_negative" use="required"/>
      <xs:attribute name="d44" type="double_non_negative" use="required"/>
      <xs:attribute name="d55" type="double_non_negative" use="required"/>
      <xs:attribute name="d66" type="double_non_negative" use="required"/>
      <xs:attribute name="d12" type="xs:double" use="required"/>
      <xs:attribute name="d13" type="xs:double" use="required"/>
      <xs:attribute name="d23" type="xs:double" use="required"/>
      <xs:attribute name="d45" type="xs:double" use="required"/>
      <xs:attribute name="d67" type="xs:double" use="required"/>
      <xs:attribute name="d68" type="xs:double" use="required"/>
      <xs:attribute name="d77" type="double_non_negative" use="required"/>
      <xs:attribute name="d78" type="xs:double" use="required"/>
      <xs:attribute name="d88" type="double_non_negative" use="required"/>
      <xs:attribute name="d16" type="xs:double" use="required"/>
      <xs:attribute name="d17" type="xs:double" use="required"/>
      <xs:attribute name="d18" type="xs:double" use="required"/>
      <xs:attribute name="d27" type="xs:double" use="required"/>
      <xs:attribute name="d28" type="xs:double" use="required"/>
      <xs:attribute name="d38" type="xs:double" use="required"/>
      <xs:attribute name="rotation_z_axis" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Úhel k hlavním osám (alfa_12).</xs:documentation>
          <xs:documentation xml:lang="en">Angle to the main axes.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_laminated

Namespace | No namespace
Diagram |
Type | extension of surface_section_base
Type hierarchy | surface_section_base surface_section_laminated
Model | layers
Children | layers
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
automatic_shear_stiffness | xs:boolean | optional |
    Default = true; Uvažovat výpočet střední délky podpor pro výpočet smykové tuhosti.
    Default = true; Consider the calculation of the mean length of the supports for the calculation of the shear stiffness.
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
number_of_integration_points | integer_positive | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
phase_section | xs:boolean | optional |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
quadrature_type | quadrature_type | optional |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Source |
    <xs:complexType name="surface_section_laminated">
      <xs:complexContent>
        <xs:extension base="surface_section_base">
          <xs:sequence>
            <xs:element name="layers">
              <xs:complexType>
                <xs:sequence>
                  <xs:element name="layer" type="surface_section_laminated_layer" minOccurs="1" maxOccurs="unbounded"/>
                </xs:sequence>
                <xs:attribute name="shear_coupling_deactivation" type="xs:boolean" use="optional">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Deaktivace smykového spojení vrstev. Pro všechny vrstvy.</xs:documentation>
                    <xs:documentation xml:lang="en">Deactivation of shear coupling between layers.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="automatic_shear_stiffness" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Default = true; Uvažovat výpočet střední délky podpor pro výpočet smykové tuhosti.</xs:documentation>
              <xs:documentation xml:lang="en">Default = true; Consider the calculation of the mean length of the supports for the calculation of the shear stiffness.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_laminated_layer

Namespace | No namespace
Diagram |
Used by |
Element | surface_section_laminated/layers/layer
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
direction | xs:double | required |
id | id | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
number_of_integration_points | integer_positive | optional |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
quadrature_type | quadrature_type | optional |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
reinforcement_diameter | double_positive | optional |
thickness | double_positive | required |
z_location | xs:double | required |
Source |
    <xs:complexType name="surface_section_laminated_layer">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="material" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
          <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_visco_parameter" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_initial_strain" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu. Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0). Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="z_location" type="xs:double" use="required"/>
      <xs:attribute name="thickness" type="double_positive" use="required"/>
      <xs:attribute name="direction" type="xs:double" use="required"/>
      <xs:attribute name="reinforcement_diameter" type="double_positive" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type releases_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | line_release, node_release, surface_release
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1}
Children | additional_rotation, eccentricity, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:complexType name="releases_base">
      <xs:sequence>
        <xs:element name="eccentricity" type="point_3d" maxOccurs="unbounded" minOccurs="0"/>
        <xs:element name="rotation" type="rotation_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Přepisuje rotaci definovanou v typu uvolnění. Pozor, rotace nodal_release musí být definovaná zde nebo u typu!</xs:documentation>
            <xs:documentation xml:lang="en">Overrides the rotation defined in the release type. Note that the rotation of nodal_release must be defined here or in the release type!</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="additional_rotation" type="rotation_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Aditivní natočení, prováděné jako poslední.</xs:documentation>
            <xs:documentation xml:lang="en">Additional rotation, performed last.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="release_type" type="reference" use="required"/>
      <xs:attribute name="control_object" type="release_location_of_object_release" use="required"/>
      <xs:attribute name="original" type="reference" use="required"/>
      <xs:attribute name="released" type="reference" use="optional"/>
      <xs:attribute name="released_member" type="references"/>
      <xs:attribute name="released_surfaces" type="references"/>
      <xs:attribute name="released_solids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type release_location_of_object_release

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ORIGINAL |
enumeration | RELEASE |
Used by |
Attribute | releases_base/@control_object
Source |
    <xs:simpleType name="release_location_of_object_release">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ORIGINAL"/>
        <xs:enumeration value="RELEASE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_releases

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_releases
Model | surface_release+
Children | surface_release
Source |
    <xs:complexType name="surface_releases">
      <xs:sequence>
        <xs:element name="surface_release" type="surface_release" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release

Namespace | No namespace
Diagram |
Type | extension of releases_base
Type hierarchy | releases_base surface_release
Used by |
Element | surface_releases/surface_release
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1}
Children | additional_rotation, eccentricity, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
local_axis | surface_release_local_axis | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:complexType name="surface_release">
      <xs:complexContent>
        <xs:extension base="releases_base">
          <xs:attribute name="local_axis" type="surface_release_local_axis" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type surface_release_local_axis

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | SAME_AS_SURFACE |
enumeration | REVERSED_TO_SURFACE |
Used by |
Attribute | surface_release/@local_axis
Source |
    <xs:simpleType name="surface_release_local_axis">
      <xs:restriction base="xs:string">
        <xs:enumeration value="SAME_AS_SURFACE"/>
        <xs:enumeration value="REVERSED_TO_SURFACE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release_types

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_release_types
Model | surface_release_type+
Children | surface_release_type
Source |
    <xs:complexType name="surface_release_types">
      <xs:sequence>
        <xs:element name="surface_release_type" type="surface_release_type" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release_type

Namespace | No namespace
Diagram |
Used by |
Element | surface_release_types/surface_release_type
Model | translation_x{0,1} , translation_y{0,1} , translation_z{0,1}
Children | translation_x, translation_y, translation_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="surface_release_type">
      <xs:sequence>
        <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_releases

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/line_releases
Model | line_release+
Children | line_release
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
old_merge_in_intersections | xs:boolean | optional |
    Spojuje křižující se liniové uvolnění.
    Merges intersecting line releases.
Source |
    <xs:complexType name="line_releases">
      <xs:sequence>
        <xs:element name="line_release" type="line_release" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="old_merge_in_intersections" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Spojuje křižující se liniové uvolnění.</xs:documentation>
          <xs:documentation xml:lang="en">Merges intersecting line releases.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release

Namespace | No namespace
Diagram |
Type | extension of releases_base
Type hierarchy | releases_base line_release
Used by |
Elements | line_releases/line_release, radial_connection_base/line_release
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1} , rotation_z_axis_perpendicular_to_surface{0,1} , rotation_help_node{0,1} , rotation_angle{0,1}
Children | additional_rotation, eccentricity, rotation, rotation_angle, rotation_help_node, rotation_z_axis_perpendicular_to_surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:complexType name="line_release">
      <xs:complexContent>
        <xs:extension base="releases_base">
          <xs:sequence>
            <xs:element name="rotation_z_axis_perpendicular_to_surface" type="reference" minOccurs="0"/>
            <xs:element name="rotation_help_node" type="rotation_help_node" minOccurs="0"/>
            <xs:element name="rotation_angle" type="rotation_angle" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Natočení liniového uvolnění kolem lokální osy x [rad].</xs:documentation>
                <xs:documentation xml:lang="en">Rotation line release around the local x-axis [rad].</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release_types

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/line_release_types
Model | line_release_type+
Children | line_release_type
Source |
    <xs:complexType name="line_release_types">
      <xs:sequence>
        <xs:element name="line_release_type" type="line_release_type" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release_type

Namespace | No namespace
Diagram |
Used by |
Element | line_release_types/line_release_type
Model | pile_definition{0,1} , translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1}
Children | phi_x, phi_y, phi_z, pile_definition, translation_x, translation_y, translation_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="line_release_type">
      <xs:sequence>
        <xs:element name="pile_definition" type="pile_definition" minOccurs="0"/>
        <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
        <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
        <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pile_definition

Namespace | No namespace
Diagram |
Used by |
Element | line_release_type/pile_definition
Model | input+
Children | input
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distance_type | distance_type | required |
member | reference | required |
Source |
    <xs:complexType name="pile_definition">
      <xs:sequence>
        <xs:element name="input" type="pile_component" minOccurs="1" maxOccurs="unbounded">
        </xs:element>
      </xs:sequence>
      <xs:attribute name="member" type="reference" use="required"/>
      <xs:attribute name="distance_type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pile_component

Namespace | No namespace
Diagram |
Used by |
Element | pile_definition/input
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diameter | xs:double | required |
distance | xs:double | required |
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
shear_stiffness | xs:double | required |
shear_strength | xs:double | required |
Source |
    <xs:complexType name="pile_component">
      <xs:attribute name="shear_strength" type="xs:double" use="required"/>
      <xs:attribute name="shear_stiffness" type="xs:double" use="required"/>
      <xs:attribute name="diameter" type="xs:double" use="required"/>
      <xs:attribute name="distance" type="xs:double" use="required"/>
      <xs:attribute name="poisson_ratio" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
          <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
        </xs:annotation>
        <xs:simpleType>
          <xs:restriction base="xs:double">
            <xs:minExclusive value="-1"/>
          </xs:restriction>
        </xs:simpleType>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_releases

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/node_releases
Model | node_release+
Children | node_release
Source |
    <xs:complexType name="node_releases">
      <xs:sequence>
        <xs:element name="node_release" type="node_release" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_release

Namespace | No namespace
Diagram |
Type | extension of releases_base
Type hierarchy | releases_base node_release
Used by |
Element | node_releases/node_release
Model | eccentricity* , rotation{0,1} , additional_rotation{0,1}
Children | additional_rotation, eccentricity, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
control_object | release_location_of_object_release | required |
id | id | required |
note | xs:string | optional |
original | reference | required |
release_type | reference | required |
released | reference | optional |
released_member | references | optional |
released_solids | references | optional |
released_surfaces | references | optional |
Source |
    <xs:complexType name="node_release">
      <xs:complexContent>
        <xs:extension base="releases_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_release_types

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/node_release_types
Model | node_release_type+
Children | node_release_type
Source |
    <xs:complexType name="node_release_types">
      <xs:sequence>
        <xs:element name="node_release_type" type="member_hinge_type" maxOccurs="unbounded"/>
        <!-- odpovídá member_hinge_type-->
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_contacts

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/surface_contacts
Model | surface_contact+
Children | surface_contact
Source |
    <xs:complexType name="surface_contacts">
      <xs:sequence>
        <xs:element name="surface_contact" type="surface_contact" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_contact

Namespace | No namespace
Diagram |
Used by |
Element | surface_contacts/surface_contact
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contact_type | reference | required |
id | id | required |
independent_mesh_master_surfaces | surface_contact_independent | optional |
    Indikace využití nezávislé sítě a určení řídící plochy pro síť.
    Indication of independent mesh usage and determination of the control surface for the mesh.
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.
    Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.
surface1 | references | required |
surface2 | references | required |
Source |
    <xs:complexType name="surface_contact">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="contact_type" type="reference" use="required"/>
      <xs:attribute name="surface1" type="references" use="required"/>
      <xs:attribute name="surface2" type="references" use="required"/>
      <xs:attribute name="independent_mesh_master_surfaces" type="surface_contact_independent" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Indikace využití nezávislé sítě a určení řídící plochy pro síť.</xs:documentation>
          <xs:documentation xml:lang="en">Indication of independent mesh usage and determination of the control surface for the mesh.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type surface_contact_independent

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | 1 |
enumeration | 2 |
enumeration | AUTOMATIC |
Used by |
Attribute | surface_contact/@independent_mesh_master_surfaces
Source |
    <xs:simpleType name="surface_contact_independent">
      <xs:restriction base="xs:string">
        <xs:enumeration value="1"/>
        <xs:enumeration value="2"/>
        <xs:enumeration value="AUTOMATIC"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type k_contacts

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/k_contacts
Model | k_contact+
Children | k_contact
Source |
    <xs:complexType name="k_contacts">
      <xs:sequence>
        <xs:element name="k_contact" type="k_contact" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type k_contact

Namespace | No namespace
Diagram |
Used by |
Element | k_contacts/k_contact
Model | master+ , slave+
Children | master, slave
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
id | id | required |
Source |
    <xs:complexType name="k_contact">
      <xs:sequence>
        <xs:element name="master" type="k_contact_entity" maxOccurs="unbounded"/>
        <xs:element name="slave" type="k_contact_entity" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type k_contact_entity

Namespace | No namespace
Diagram |
Used by |
Elements | k_contact/master, k_contact/slave
Attributes |
QName | Type | Use |
--- | --- | --- | ---
dimension | xs:unsignedInt | required |
material_density_per_dimension | double_positive | required |
ref | reference | required |
Source |
    <xs:complexType name="k_contact_entity">
      <xs:attribute name="dimension" type="xs:unsignedInt" use="required"/>
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="material_density_per_dimension" type="double_positive" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type general_contact_method

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | off |
enumeration | lagrange_multipliers |
enumeration | penalty |
enumeration | explicit_stability |
enumeration | kinematic_method |
enumeration | energy_method |
Used by |
Attribute | global_contact_type/@method
Source |
    <xs:simpleType name="general_contact_method">
      <xs:restriction base="xs:string">
        <xs:enumeration value="off"/>
        <xs:enumeration value="lagrange_multipliers"/>
        <xs:enumeration value="penalty"/>
        <xs:enumeration value="explicit_stability"/>
        <xs:enumeration value="kinematic_method"/>
        <xs:enumeration value="energy_method"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type contact_entity

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | point |
enumeration | line |
enumeration | surface |
enumeration | solid |
Used by |
Attributes | global_contact_type/@master_macro_type, global_contact_type/@master_type, global_contact_type/@slave_macro_type, global_contact_type/@slave_type
Source |
    <xs:simpleType name="contact_entity">
      <xs:restriction base="xs:string">
        <xs:enumeration value="point"/>
        <xs:enumeration value="line"/>
        <xs:enumeration value="surface"/>
        <xs:enumeration value="solid"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type global_contact_type

Namespace | No namespace
Diagram |
Used by |
Element | general_contacts/global_contact
Attributes |
QName | Type | Default | Use |
--- | --- | --- | --- | ---
direction | direction |  | optional |
gap | xs:double |  | optional |
master_elements | references |  | optional |
master_macro_type | contact_entity |  | optional |
master_macros | references |  | optional |
master_type | contact_entity |  | required |
method | general_contact_method |  | required |
penalty_stiffness | double_non_negative |  | optional |
positive_direction | xs:boolean | true | optional |
slave_elements | references |  | optional |
slave_macro_type | contact_entity |  | optional |
slave_macros | references |  | optional |
slave_type | contact_entity |  | required |
Source |
    <xs:complexType name="global_contact_type">
      <xs:attribute name="method" type="general_contact_method" use="required"/>
      <xs:attribute name="master_type" type="contact_entity" use="required"/>
      <xs:attribute name="slave_type" type="contact_entity" use="required"/>
      <xs:attribute name="gap" type="xs:double" use="optional"/>
      <xs:attribute name="penalty_stiffness" type="double_non_negative" use="optional"/>
      <xs:attribute name="direction" type="direction" use="optional"/>
      <xs:attribute name="positive_direction" type="xs:boolean" use="optional" default="true"/>
      <xs:attribute name="master_elements" type="references" use="optional"/>
      <xs:attribute name="slave_elements" type="references" use="optional"/>
      <xs:attribute name="master_macros" type="references" use="optional"/>
      <xs:attribute name="slave_macros" type="references" use="optional"/>
      <xs:attribute name="master_macro_type" type="contact_entity" use="optional"/>
      <xs:attribute name="slave_macro_type" type="contact_entity" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type general_contacts

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/d_contacts
Model | global_contact+
Children | global_contact
Source |
    <xs:complexType name="general_contacts">
      <xs:sequence>
        <xs:element name="global_contact" type="global_contact_type" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type hanging_nodes_type

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/hanging_nodes
Model | connection+
Children | connection
Source |
    <xs:complexType name="hanging_nodes_type">
      <xs:sequence>
        <xs:element name="connection" type="hanging_nodes_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type hanging_nodes_base

Namespace | No namespace
Diagram |
Used by |
Element | hanging_nodes_type/connection
Complex Type | hanging_nodes_2d
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="hanging_nodes_base">
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type hanging_nodes_2d

Namespace | No namespace
Annotations |
    Spojení pouze 2d elementů. Nodes of slave entities are connected to master elements.
    Connection of 2d elements. Nodes of slave entities are connected to master elements.
Diagram |
Type | extension of hanging_nodes_base
Type hierarchy | hanging_nodes_base hanging_nodes_2d
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
master_surfaces | references | required |
slave_lines | references | optional |
    Musí být součástí 2d elementu.
    Have to be part of 2d element.
slave_nodes | references | optional |
    Musí být součástí 2d elementu.
    Have to be part of 2d element.
slave_surfaces | reference | optional |
Source |
    <xs:complexType name="hanging_nodes_2d">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Spojení pouze 2d elementů. Nodes of slave entities are connected to master elements.</xs:documentation>
        <xs:documentation xml:lang="en">Connection of 2d elements. Nodes of slave entities are connected to master elements.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="hanging_nodes_base">
          <xs:attribute name="master_surfaces" type="references" use="required"/>
          <xs:attribute name="slave_surfaces" type="reference"/>
          <xs:attribute name="slave_lines" type="references">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Musí být součástí 2d elementu.</xs:documentation>
              <xs:documentation xml:lang="en">Have to be part of 2d element.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="slave_nodes" type="references">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Musí být součástí 2d elementu.</xs:documentation>
              <xs:documentation xml:lang="en">Have to be part of 2d element.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connections_type

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/line_connections
Model | connection+
Children | connection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
old_merge_in_intersections | xs:boolean | optional |
    Spojuje křižující se elastické liniové spojení.
    Merges intersecting elastic line connections.
Source |
    <xs:complexType name="line_connections_type">
      <xs:sequence>
        <xs:element name="connection" type="line_connection_base" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="old_merge_in_intersections" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Spojuje křižující se elastické liniové spojení.</xs:documentation>
          <xs:documentation xml:lang="en">Merges intersecting elastic line connections.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_base

Namespace | No namespace
Diagram |
Used by |
Element | line_connections_type/connection
Complex Types | line_connection_elastic, line_connection_rigid, line_connection_weld
Model | location{0,1} , rotation{0,1}
Children | location, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
ignore_distance | xs:boolean | optional |
    Ignoruje se vzdálenost mezi propojenými entitami.
    Distance between connected objects is ignored.
master_line | reference | required |
master_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena se slave částí.
    Relative part of line that is used in the connection.
slave_line | reference | required |
slave_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena s master částí.
    Relative part of line that is used in the connection.
Source |
    <xs:complexType name="line_connection_base">
      <xs:sequence>
        <xs:element name="location" type="line_connections_location_base" minOccurs="0"/>
        <xs:element name="rotation" type="line_connection_rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="master_line" type="reference" use="required"/>
      <xs:attribute name="slave_line" type="reference" use="required"/>
      <xs:attribute name="master_line_part" type="array_of_two_doubles">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní část linie která má být propojena se slave částí.</xs:documentation>
          <xs:documentation xml:lang="en">Relative part of line that is used in the connection.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="slave_line_part" type="array_of_two_doubles">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Relativní část linie která má být propojena s master částí.</xs:documentation>
          <xs:documentation xml:lang="en">Relative part of line that is used in the connection.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="ignore_distance" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Ignoruje se vzdálenost mezi propojenými entitami.</xs:documentation>
          <xs:documentation xml:lang="en">Distance between connected objects is ignored.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connections_location_base

Namespace | No namespace
Diagram |
Used by |
Element | line_connection_base/location
Complex Types | line_connections_location_local, line_connections_location_relative
Source |
    <xs:complexType name="line_connections_location_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_rotation_base

Namespace | No namespace
Diagram |
Used by |
Element | line_connection_base/rotation
Complex Types | line_connection_rotation_angle, line_connection_rotation_help_node, line_connection_rotation_z_by_surface
Source |
    <xs:complexType name="line_connection_rotation_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connections_location_local

Namespace | No namespace
Diagram |
Type | extension of line_connections_location_base
Type hierarchy | line_connections_location_base line_connections_location_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="line_connections_location_local">
      <xs:complexContent>
        <xs:extension base="line_connections_location_base">
          <xs:attributeGroup ref="point_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connections_location_relative

Namespace | No namespace
Diagram |
Type | extension of line_connections_location_base
Type hierarchy | line_connections_location_base line_connections_location_relative
Attributes |
QName | Type | Use |
--- | --- | --- | ---
location | relative | required |
Source |
    <xs:complexType name="line_connections_location_relative">
      <xs:complexContent>
        <xs:extension base="line_connections_location_base">
          <xs:attribute name="location" type="relative" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_rigid

Namespace | No namespace
Annotations |
    Pevné spojení.
    Rigid connection.
Diagram |
Type | extension of line_connection_base
Type hierarchy | line_connection_base line_connection_rigid
Model | location{0,1} , rotation{0,1}
Children | location, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
ignore_distance | xs:boolean | optional |
    Ignoruje se vzdálenost mezi propojenými entitami.
    Distance between connected objects is ignored.
master_line | reference | required |
master_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena se slave částí.
    Relative part of line that is used in the connection.
slave_line | reference | required |
slave_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena s master částí.
    Relative part of line that is used in the connection.
Source |
    <xs:complexType name="line_connection_rigid">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pevné spojení.</xs:documentation>
        <xs:documentation xml:lang="en">Rigid connection.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="line_connection_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_elastic

Namespace | No namespace
Annotations |
    Pružné spojení.
    Spring connection.
Diagram |
Type | extension of line_connection_base
Type hierarchy | line_connection_base line_connection_elastic
Model | location{0,1} , rotation{0,1}
Children | location, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
ignore_distance | xs:boolean | optional |
    Ignoruje se vzdálenost mezi propojenými entitami.
    Distance between connected objects is ignored.
master_line | reference | required |
master_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena se slave částí.
    Relative part of line that is used in the connection.
release_type | reference | optional |
slave_line | reference | required |
slave_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena s master částí.
    Relative part of line that is used in the connection.
Source |
    <xs:complexType name="line_connection_elastic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pružné spojení.</xs:documentation>
        <xs:documentation xml:lang="en">Spring connection.</xs:documentation>
        <!--Dodělat definici dle domluvy a předávaných dat [TODO] Michal-->
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="line_connection_base">
          <xs:attribute name="release_type" type="reference"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_weld

Namespace | No namespace
Annotations |
    Spojení svaru, lokální směr Y je směr sigma_kolmá.
    Weld connection.
Diagram |
Type | extension of line_connection_base
Type hierarchy | line_connection_base line_connection_weld
Model | location{0,1} , rotation{0,1} , material
Children | location, material, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
height | xs:double | required |
id | id | required |
ignore_distance | xs:boolean | optional |
    Ignoruje se vzdálenost mezi propojenými entitami.
    Distance between connected objects is ignored.
master_line | reference | required |
master_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena se slave částí.
    Relative part of line that is used in the connection.
slave_line | reference | required |
slave_line_part | array_of_two_doubles | optional |
    Relativní část linie která má být propojena s master částí.
    Relative part of line that is used in the connection.
Source |
    <xs:complexType name="line_connection_weld">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Spojení svaru, lokální směr Y je směr sigma_kolmá.</xs:documentation>
        <xs:documentation xml:lang="en">Weld connection.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="line_connection_base">
          <xs:sequence>
            <xs:element name="material" type="line_connection_weld_material_base"/>
          </xs:sequence>
          <xs:attribute name="height" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_weld_material_base

Namespace | No namespace
Diagram |
Used by |
Element | line_connection_weld/material
Complex Types | line_connection_weld_plasticity_norm_i, line_connection_weld_plasticity_norm_ii
Source |
    <xs:complexType name="line_connection_weld_material_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_weld_plasticity_norm_i

Namespace | No namespace
Diagram |
Type | extension of line_connection_weld_material_base
Type hierarchy | line_connection_weld_material_base line_connection_weld_plasticity_norm_i
Attributes |
QName | Type | Use |
--- | --- | --- | ---
E | xs:double | required |
Ep | xs:double | required |
fy | xs:double | required |
Source |
    <xs:complexType name="line_connection_weld_plasticity_norm_i">
      <xs:complexContent>
        <xs:extension base="line_connection_weld_material_base">
          <xs:attribute name="E" type="xs:double" use="required"/>
          <xs:attribute name="Ep" type="xs:double" use="required"/>
          <xs:attribute name="fy" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_weld_plasticity_norm_ii

Namespace | No namespace
Diagram |
Type | extension of line_connection_weld_material_base
Type hierarchy | line_connection_weld_material_base line_connection_weld_plasticity_norm_ii
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
E | xs:double | required |
Ep | xs:double | required |
fy | xs:double | required |
poisson_ratio | restriction of xs:double | required |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
Source |
    <xs:complexType name="line_connection_weld_plasticity_norm_ii">
      <xs:complexContent>
        <xs:extension base="line_connection_weld_material_base">
          <xs:attribute name="E" type="xs:double" use="required"/>
          <xs:attribute name="Ep" type="xs:double" use="required"/>
          <xs:attribute name="fy" type="xs:double" use="required"/>
          <xs:attribute name="poisson_ratio" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
              <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
            </xs:annotation>
            <xs:simpleType>
              <xs:restriction base="xs:double">
                <xs:minExclusive value="-1"/>
              </xs:restriction>
            </xs:simpleType>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_rotation_angle

Namespace | No namespace
Diagram |
Type | extension of line_connection_rotation_base
Type hierarchy | line_connection_rotation_base line_connection_rotation_angle
Attributes |
QName | Type | Use |
--- | --- | --- | ---
angle | xs:double | required |
Source |
    <xs:complexType name="line_connection_rotation_angle">
      <xs:complexContent>
        <xs:extension base="line_connection_rotation_base">
          <xs:attribute name="angle" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_rotation_z_by_surface

Namespace | No namespace
Diagram |
Type | extension of line_connection_rotation_base
Type hierarchy | line_connection_rotation_base line_connection_rotation_z_by_surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
surface | reference | required |
Source |
    <xs:complexType name="line_connection_rotation_z_by_surface">
      <xs:complexContent>
        <xs:extension base="line_connection_rotation_base">
          <xs:attribute name="surface" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_connection_rotation_help_node

Namespace | No namespace
Diagram |
Type | extension of line_connection_rotation_base
Type hierarchy | line_connection_rotation_base line_connection_rotation_help_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axis | axis_yz | optional |
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="line_connection_rotation_help_node">
      <xs:complexContent>
        <xs:extension base="line_connection_rotation_base">
          <xs:attribute name="axis" type="axis_yz"/>
          <xs:attributeGroup ref="point_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type radial_connections_type

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/radial_connections
Model | node_to_line+
Children | node_to_line
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
radial_connection_of_rods_and_contacts | xs:boolean | optional |
    Uzly na linii v plose, radialni pripojeni prutu a kontaktu (vyuziti srouby, piloty, atd.).
    Nodes on lines in surface, radial connection of rods and contacts (use of screws, pilots, etc.).
Source |
    <xs:complexType name="radial_connections_type">
      <xs:sequence>
        <xs:element name="node_to_line" type="radial_connection_base" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="radial_connection_of_rods_and_contacts" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Uzly na linii v plose, radialni pripojeni prutu a kontaktu (vyuziti srouby, piloty, atd.).</xs:documentation>
          <xs:documentation xml:lang="en">Nodes on lines in surface, radial connection of rods and contacts (use of screws, pilots, etc.).</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type radial_connection_base

Namespace | No namespace
Diagram |
Used by |
Element | radial_connections_type/node_to_line
Complex Type | radial_conenction
Model | line_release{0,1}
Children | line_release
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="radial_connection_base">
      <xs:sequence>
        <xs:element name="line_release" type="line_release" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type radial_conenction

Namespace | No namespace
Annotations |
    Radialni pripojeni prutu a kontaktu (vyuziti srouby, piloty, atd.).
    Radial connection of rods and contacts (use of screws, pilots, etc.).
Diagram |
Type | extension of radial_connection_base
Type hierarchy | radial_connection_base radial_conenction
Model | line_release{0,1}
Children | line_release
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
lines | references | optional |
    Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.
    Type of line that forms the opening or list of lines that form the opening..
node | integer_positive | required |
    Cislo stredoveho uzlu.
    Number of the central node.
surface | integer_positive | required |
    Cislo plochy.
    Surface number.
type | radial_contact | required |
    Typ pripojeni: NODE - k uzlu otvoru, EDGE - ke hrane prvku, ELEMENT - k tezisti prvku.
    Type of connection: NODE - to the node of the opening, EDGE - to the edge of the element, ELEMENT - to the centroid of the element.
Source |
    <xs:complexType name="radial_conenction">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Radialni pripojeni prutu a kontaktu (vyuziti srouby, piloty, atd.).</xs:documentation>
        <xs:documentation xml:lang="en">Radial connection of rods and contacts (use of screws, pilots, etc.).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="radial_connection_base">
          <xs:attribute name="surface" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cislo plochy.</xs:documentation>
              <xs:documentation xml:lang="en">Surface number.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="node" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cislo stredoveho uzlu.</xs:documentation>
              <xs:documentation xml:lang="en">Number of the central node.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="type" type="radial_contact" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ pripojeni: NODE - k uzlu otvoru, EDGE - ke hrane prvku, ELEMENT - k tezisti prvku.</xs:documentation>
              <xs:documentation xml:lang="en">Type of connection: NODE - to the node of the opening, EDGE - to the edge of the element, ELEMENT - to the centroid of the element.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="lines" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.</xs:documentation>
              <xs:documentation xml:lang="en">Type of line that forms the opening or list of lines that form the opening..</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type radial_contact

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | NODE |
enumeration | EDGE |
enumeration | ELEMENT |
Used by |
Attribute | radial_conenction/@type
Source |
    <xs:simpleType name="radial_contact">
      <xs:restriction base="xs:string">
        <xs:enumeration value="NODE"/>
        <xs:enumeration value="EDGE"/>
        <xs:enumeration value="ELEMENT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type connections_type

Namespace | No namespace
Diagram |
Model | connection+
Children | connection
Source |
    <xs:complexType name="connections_type">
      <xs:sequence>
        <xs:element name="connection" type="connection_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type connection_base

Namespace | No namespace
Diagram |
Used by |
Element | connections_type/connection
Complex Types | connection_elastic, connection_rigid
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connection_type | connection_type | required |
    První hodnota odpovídá master_object a druhá hodnota odpovídá slave_object.
    The first value corresponds to the master_object and the second value corresponds to the slave_object.
id | id | required |
master_object | reference | required |
slave_object | reference | required |
Source |
    <xs:complexType name="connection_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="master_object" type="reference" use="required"/>
      <xs:attribute name="slave_object" type="reference" use="required"/>
      <xs:attribute name="connection_type" type="connection_type" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">První hodnota odpovídá master_object a druhá hodnota odpovídá slave_object.</xs:documentation>
          <xs:documentation xml:lang="en">The first value corresponds to the master_object and the second value corresponds to the slave_object.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type connection_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LINE_LINE |
enumeration | LINE_SURFACE |
enumeration | SURFACE_LINE |
enumeration | NODE_NODE |
enumeration | NODE_LINE |
enumeration | LINE_NODE |
Used by |
Attribute | connection_base/@connection_type
Source |
    <xs:simpleType name="connection_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LINE_LINE"/>
        <xs:enumeration value="LINE_SURFACE"/>
        <xs:enumeration value="SURFACE_LINE"/>
        <xs:enumeration value="NODE_NODE"/>
        <xs:enumeration value="NODE_LINE"/>
        <xs:enumeration value="LINE_NODE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type connection_rigid

Namespace | No namespace
Annotations |
    Pevné spojení.
    Rigid connection.
Diagram |
Type | extension of connection_base
Type hierarchy | connection_base connection_rigid
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connection_type | connection_type | required |
    První hodnota odpovídá master_object a druhá hodnota odpovídá slave_object.
    The first value corresponds to the master_object and the second value corresponds to the slave_object.
id | id | required |
master_object | reference | required |
slave_object | reference | required |
Source |
    <xs:complexType name="connection_rigid">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pevné spojení.</xs:documentation>
        <xs:documentation xml:lang="en">Rigid connection.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="connection_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type connection_elastic

Namespace | No namespace
Annotations |
    Pružné spojení.
    Spring connection.
Diagram |
Type | extension of connection_base
Type hierarchy | connection_base connection_elastic
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connection_type | connection_type | required |
    První hodnota odpovídá master_object a druhá hodnota odpovídá slave_object.
    The first value corresponds to the master_object and the second value corresponds to the slave_object.
id | id | required |
master_object | reference | required |
slave_object | reference | required |
Source |
    <xs:complexType name="connection_elastic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pružné spojení.</xs:documentation>
        <xs:documentation xml:lang="en">Spring connection.</xs:documentation>
        <!--Dodělat definici dle domluvy a předávaných dat [TODO] Michal-->
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="connection_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_constraints

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/nodal_constraints
Model | constraint+
Children | constraint
Source |
    <xs:complexType name="nodal_constraints">
      <xs:sequence>
        <xs:element name="constraint" type="nodal_constraint_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_constraint_base

Namespace | No namespace
Diagram |
Used by |
Element | nodal_constraints/constraint
Complex Types | diaphragm_constraint, equal_condition_constraint, rigid_body_constraint
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_node | reference | optional |
    Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).
    Central node is the main connection node (all is connected to it).
id | id | required |
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="nodal_constraint_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="nodes" type="references"/>
      <xs:attribute name="lines" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
      <xs:attribute name="central_node" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).</xs:documentation>
          <xs:documentation xml:lang="en">Central node is the main connection node (all is connected to it).</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type diaphragm_constraint

Namespace | No namespace
Diagram |
Type | extension of nodal_constraint_base
Type hierarchy | nodal_constraint_base diaphragm_constraint
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_node | reference | optional |
    Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).
    Central node is the main connection node (all is connected to it).
constraint_plane | constraint_plane | required |
id | id | required |
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="diaphragm_constraint">
      <xs:complexContent>
        <xs:extension base="nodal_constraint_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="constraint_plane" type="constraint_plane" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type constraint_plane

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | XY |
enumeration | YZ |
enumeration | XZ |
Used by |
Attribute | diaphragm_constraint/@constraint_plane
Source |
    <xs:simpleType name="constraint_plane">
      <xs:restriction base="xs:string">
        <xs:enumeration value="XY"/>
        <xs:enumeration value="YZ"/>
        <xs:enumeration value="XZ"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equal_condition_constraint

Namespace | No namespace
Diagram |
Type | extension of nodal_constraint_base
Type hierarchy | nodal_constraint_base equal_condition_constraint
Model | constraint_condition+
Children | constraint_condition
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_node | reference | optional |
    Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).
    Central node is the main connection node (all is connected to it).
id | id | required |
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="equal_condition_constraint">
      <xs:complexContent>
        <xs:extension base="nodal_constraint_base">
          <xs:sequence>
            <xs:element name="constraint_condition" type="constraint_condition" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type constraint_condition

Namespace | No namespace
Diagram |
Used by |
Element | equal_condition_constraint/constraint_condition
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
Source |
    <xs:complexType name="constraint_condition">
      <xs:attribute name="direction" type="direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rigid_body_constraint

Namespace | No namespace
Diagram |
Type | extension of nodal_constraint_base
Type hierarchy | nodal_constraint_base rigid_body_constraint
Model | hinges{0,1}
Children | hinges
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
central_node | reference | optional |
    Centrální uzel slouží jako hlavní spojovací uzel (pokud je definován, vše se připojí k němu).
    Central node is the main connection node (all is connected to it).
id | id | required |
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="rigid_body_constraint">
      <xs:complexContent>
        <xs:extension base="nodal_constraint_base">
          <xs:sequence>
            <xs:element name="hinges" type="rigid_body_constraint_hinges" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Umožňuje zadání kloubů na vybrané entity.</xs:documentation>
                <xs:documentation xml:lang="en">Enables to define hinges at the selected entities.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rigid_body_constraint_hinges

Namespace | No namespace
Diagram |
Used by |
Element | rigid_body_constraint/hinges
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="rigid_body_constraint_hinges">
      <xs:attribute name="nodes" type="references"/>
      <xs:attribute name="lines" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type opening_surface

Namespace | No namespace
Diagram |
Type | extension of opening_base
Type hierarchy | opening_base opening_surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
Source |
    <xs:complexType name="opening_surface">
      <xs:complexContent>
        <xs:extension base="opening_base">
          <!--<xs:attribute name="in_surface" type="reference" use="required"/>-->
          <!--Nahrazeno integrated_openings na ploše-->
          <xs:attribute name="lines" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solids

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/solids
Model | solid_settings{0,1} , solid+
Children | solid, solid_settings
Source |
    <xs:complexType name="solids">
      <xs:sequence>
        <xs:element name="solid_settings" type="solid_set" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Nastavení těles pro celý model.</xs:documentation>
            <xs:documentation xml:lang="en"/>
          </xs:annotation>
        </xs:element>
        <xs:element name="solid" type="solid_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_set

Namespace | No namespace
Diagram |
Used by |
Element | solids/solid_settings
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
stabilization_element_material_linear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.
stabilization_element_material_nonlinear | xs:double | optional |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1.2e+6, Pro prvky s nelineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1.2e+6, For elements with non-linear material.
without_rotation_dofs | xs:boolean | optional |
    Použijí se solidy bez rotačních stupňů volnosti.
    Solids without rotation degrees of freedom are used.
Source |
    <xs:complexType name="solid_set">
      <xs:attribute name="without_rotation_dofs" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Použijí se solidy bez rotačních stupňů volnosti.</xs:documentation>
          <xs:documentation xml:lang="en">Solids without rotation degrees of freedom are used.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="stabilization_element_material_linear" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.</xs:documentation>
          <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="stabilization_element_material_nonlinear" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1.2e+6, Pro prvky s nelineárním materiálem.</xs:documentation>
          <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1.2e+6, For elements with non-linear material.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_base

Namespace | No namespace
Diagram |
Used by |
Element | solids/solid
Complex Types | solid_type_contact, solid_type_gas, solid_type_standard
Model | axes_rotation{0,1}
Children | axes_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_surfaces | references | required |
    Čísla definičních ploch tělesa.
    Numbers definition surfaces solid.
id | id | required |
integrated_lines | references | optional |
    Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated lines into solid. Lines are part of solid mesh. Optional attribute.
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
    Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.
integrated_nodes_independent | references | optional |
integrated_solids_independent | references | optional |
integrated_surfaces | references | optional |
    Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="solid_base">
      <xs:sequence>
        <xs:element name="axes_rotation" type="solid_axes_rotation_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Natočení lokálních os tělesa. Nepovinný atribut.</xs:documentation>
            <xs:documentation xml:lang="en">Rotation of local solid axes. Optional attribute.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="definition_surfaces" type="references" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Čísla definičních ploch tělesa.</xs:documentation>
          <xs:documentation xml:lang="en">Numbers definition surfaces solid.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="integrated_nodes" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.</xs:documentation>
          <xs:documentation xml:lang="en">Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="integrated_lines" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.</xs:documentation>
          <xs:documentation xml:lang="en">Integrated lines into solid. Lines are part of solid mesh. Optional attribute.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="integrated_surfaces" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.</xs:documentation>
          <xs:documentation xml:lang="en">Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="integrated_nodes_independent" type="references" use="optional"/>
      <xs:attribute name="integrated_lines_independent" type="references" use="optional"/>
      <xs:attribute name="integrated_surfaces_independent" type="references" use="optional"/>
      <xs:attribute name="integrated_solids_independent" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_analysis_settings_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | assign_stiffness, pasternak_model_calculate, soilin_model_calculate, solid_model_calculate
Element | analysis_base/geotechnic_settings
Attributes |
QName | Type | Use |
--- | --- | --- | ---
massive | reference | optional |
Source |
    <xs:complexType name="geotechnical_analysis_settings_base">
      <!--<xs:sequence>
          <xs:element  name="massive" type="massive_setting_base" minOccurs="0">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nový vstup.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:element>
        </xs:sequence>-->
      <xs:attribute name="massive" type="reference" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type soilin_model_calculate

Namespace | No namespace
Annotations |
    Výpočet podloží pomocí soilinu.
    Calculation subsoil using soil.
Diagram |
Type | extension of geotechnical_analysis_settings_base
Type hierarchy | geotechnical_analysis_settings_base soilin_model_calculate
Model | start_parameters{0,1}
Children | start_parameters
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
depth_m | xs:double | required |
    hloubka merená od základové spáry, která urcuje vrstvu, ve které se bude uvažovat m = 0.0
    .
generate_edge_lines_springs | xs:boolean | optional |
    Default = true. Vygenerují/nevygenerují se okrajové pružinky na liniích po volném obvodu zadaných ploch.
    Default = true. Edge springs are generated/not generated on lines along the free perimeter of the specified surfaces.
generate_edge_nodes_springs | xs:boolean | optional |
    Default = false. Vygenerují/nevygenerují se rohové pružinky v uzlch po volném obvodu zadaných ploch.
    Default = false. Corner springs are generated/not generated at nodes along the free perimeter of the specified surfaces.
massive | reference | optional |
max_contact_stress | xs:double | optional |
    Maximální kontaktní napetí (seríznutí špic) – nastavit automaticky.
    Maximum contact stress (peak trimming) – set automatically.
maximum_number_iteration | integer_positive | required |
    Maximum iterací NEXIS-SOILIN. Obvykle do 15 iterací. Maximální omezení je 99.
    Maximum iterations of NEXIS-SOILIN. Usually up to 15 iterations. The maximum limit is 99.
precision_test_value | xs:double | optional |
    Hodnota testu přesnosti – nastavit automaticky.
    Test accuracy value - set automatically.
soil_rigid_factor | xs:double | required |
    Faktor urcující tuhé podeprení –  startovací parametry C1z, C2x a C2y vynásobeny tímto faktorem modelují nekonecné tuhé podeprení.
    Rigid support determining factor - starting parameters C1z, C2x and C2y multiplied by this factor model infinite rigid support.
soilin_code | soilin_code | required |
    Nastavení normy.
    Standard setting.
Source |
    <xs:complexType name="soilin_model_calculate">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výpočet podloží pomocí soilinu.</xs:documentation>
        <xs:documentation xml:lang="en">Calculation subsoil using soil.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_analysis_settings_base">
          <xs:sequence>
            <xs:element name="start_parameters" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">5 hodnot startovací parametry C – pokuď</xs:documentation>
                <xs:documentation xml:lang="en">Calculation subsoil using soil.</xs:documentation>
              </xs:annotation>
              <xs:complexType>
                <xs:attribute name="c1_x" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+007.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.000e+007.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c1_y" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 5.000e+006.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 5.000e+006.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c1_z" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 5.000e+006.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 5.000e+006.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c2_x" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+006.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.000e+006.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c2_y" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.000e+006.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.000e+006.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="maximum_number_iteration" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Maximum iterací NEXIS-SOILIN. Obvykle do 15 iterací. Maximální omezení je 99.</xs:documentation>
              <xs:documentation xml:lang="en">Maximum iterations of NEXIS-SOILIN. Usually up to 15 iterations. The maximum limit is 99.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="soilin_code" type="soilin_code" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nastavení normy.</xs:documentation>
              <xs:documentation xml:lang="en">Standard setting.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="depth_m" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">hloubka merená od základové spáry, která urcuje vrstvu, ve které se bude uvažovat m = 0.0</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="soil_rigid_factor" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Faktor urcující tuhé podeprení – startovací parametry C1z, C2x a C2y vynásobeny tímto faktorem modelují nekonecné tuhé podeprení.</xs:documentation>
              <xs:documentation xml:lang="en">Rigid support determining factor - starting parameters C1z, C2x and C2y multiplied by this factor model infinite rigid support.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="precision_test_value" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Hodnota testu přesnosti – nastavit automaticky.</xs:documentation>
              <xs:documentation xml:lang="en">Test accuracy value - set automatically.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="max_contact_stress" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Maximální kontaktní napetí (seríznutí špic) – nastavit automaticky.</xs:documentation>
              <xs:documentation xml:lang="en">Maximum contact stress (peak trimming) – set automatically.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="generate_edge_lines_springs" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Default = true. Vygenerují/nevygenerují se okrajové pružinky na liniích po volném obvodu zadaných ploch.</xs:documentation>
              <xs:documentation xml:lang="en">Default = true. Edge springs are generated/not generated on lines along the free perimeter of the specified surfaces.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="generate_edge_nodes_springs" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Default = false. Vygenerují/nevygenerují se rohové pružinky v uzlch po volném obvodu zadaných ploch.</xs:documentation>
              <xs:documentation xml:lang="en">Default = false. Corner springs are generated/not generated at nodes along the free perimeter of the specified surfaces.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type soilin_code

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | CSN |
enumeration | EC |
enumeration | DIN |
Used by |
Attribute | soilin_model_calculate/@soilin_code
Source |
    <xs:simpleType name="soilin_code">
      <xs:restriction base="xs:string">
        <xs:enumeration value="CSN"/>
        <xs:enumeration value="EC"/>
        <xs:enumeration value="DIN"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pasternak_model_calculate

Namespace | No namespace
Annotations |
    Výpočet podloží pomocí soilinu.
    Calculation subsoil using soil.
Diagram |
Type | extension of geotechnical_analysis_settings_base
Type hierarchy | geotechnical_analysis_settings_base pasternak_model_calculate
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
calculate_type | pasternak_calculate_type | required |
    Nastavení výpočtu parametrů C_1 a C_2.
    Setting the calculation of parameters C_1 and C_2.
generate_edge_lines_springs | xs:boolean | optional |
    Default = true. Vygenerují/nevygenerují se okrajové pružinky na liniích po volném obvodu zadaných ploch.
    Default = true. Edge springs are generated/not generated on lines along the free perimeter of the specified surfaces.
generate_edge_nodes_springs | xs:boolean | optional |
    Default = false. Vygenerují/nevygenerují se rohové pružinky v uzlch po volném obvodu zadaných ploch.
    Default = false. Corner springs are generated/not generated at nodes along the free perimeter of the specified surfaces.
massive | reference | optional |
Source |
    <xs:complexType name="pasternak_model_calculate">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výpočet podloží pomocí soilinu.</xs:documentation>
        <xs:documentation xml:lang="en">Calculation subsoil using soil.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_analysis_settings_base">
          <xs:attribute name="calculate_type" type="pasternak_calculate_type" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nastavení výpočtu parametrů C_1 a C_2.</xs:documentation>
              <xs:documentation xml:lang="en">Setting the calculation of parameters C_1 and C_2.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="generate_edge_lines_springs" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Default = true. Vygenerují/nevygenerují se okrajové pružinky na liniích po volném obvodu zadaných ploch.</xs:documentation>
              <xs:documentation xml:lang="en">Default = true. Edge springs are generated/not generated on lines along the free perimeter of the specified surfaces.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="generate_edge_nodes_springs" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Default = false. Vygenerují/nevygenerují se rohové pružinky v uzlch po volném obvodu zadaných ploch.</xs:documentation>
              <xs:documentation xml:lang="en">Default = false. Corner springs are generated/not generated at nodes along the free perimeter of the specified surfaces.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="deformation_depth" type="xs:double" use="optional"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type pasternak_calculate_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LINEAR |
    Při nastavení se vezme celý zadaný zemní profil do úvahy, pokuď není zadán parametr deformation_depth, který by omezil deformační hloubku.
enumeration | ITERATIVE |
    Iterativní výpočet parametrů.
Used by |
Attribute | pasternak_model_calculate/@calculate_type
Source |
    <xs:simpleType name="pasternak_calculate_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LINEAR">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Při nastavení se vezme celý zadaný zemní profil do úvahy, pokuď není zadán parametr deformation_depth, který by omezil deformační hloubku.</xs:documentation>
            <xs:documentation xml:lang="en">When setting, the entire specified ground profile is taken into account, unless the deformation_depth parameter is specified, which would limit the deformation depth.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="ITERATIVE">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Iterativní výpočet parametrů.</xs:documentation>
            <xs:documentation xml:lang="en">Iterative calculation of parameters.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_safety_factor_base

Namespace | No namespace
Annotations |
    Base třída pro výpočet safety faktoru.
    Base class for safety factor calculation.
Diagram |
Used by |
Complex Type | direct_material_parameters_reduction
Element | solid_model_calculate/safety_factor_calculation
Source |
    <xs:complexType name="geotechnical_safety_factor_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Base třída pro výpočet safety faktoru.</xs:documentation>
        <xs:documentation xml:lang="en">Base class for safety factor calculation.</xs:documentation>
      </xs:annotation>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direct_material_parameters_reduction

Namespace | No namespace
Annotations |
    Přímá redukce materiálových parametrů.
    Direct material parameters reduction.
Diagram |
Type | extension of geotechnical_safety_factor_base
Type hierarchy | geotechnical_safety_factor_base direct_material_parameters_reduction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
delta_lambda | xs:double | optional |
delta_lambda_min | xs:double | optional |
lambda | xs:double | optional |
maximum_number_steps | xs:double | optional |
solids | references | required |
Source |
    <xs:complexType name="direct_material_parameters_reduction">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přímá redukce materiálových parametrů.</xs:documentation>
        <xs:documentation xml:lang="en">Direct material parameters reduction.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_safety_factor_base">
          <xs:attribute name="solids" type="references" use="required"/>
          <xs:attribute name="lambda" type="xs:double" use="optional"/>
          <xs:attribute name="delta_lambda" type="xs:double" use="optional"/>
          <xs:attribute name="delta_lambda_min" type="xs:double" use="optional"/>
          <xs:attribute name="maximum_number_steps" type="xs:double" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_model_calculate

Namespace | No namespace
Annotations |
    Výpočet podloží pomocí 3D těles.
    Calculation subsoil using 3D solids.
Diagram |
Type | extension of geotechnical_analysis_settings_base
Type hierarchy | geotechnical_analysis_settings_base solid_model_calculate
Model | safety_factor_calculation{0,1}
Children | safety_factor_calculation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bisection_lambda | xs:double | optional |
    Nepoužívat, vývoj!!!
    Do not use, under development!!!
massive | reference | optional |
reset_small_strain_state | xs:boolean | optional |
Source |
    <xs:complexType name="solid_model_calculate">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výpočet podloží pomocí 3D těles.</xs:documentation>
        <xs:documentation xml:lang="en">Calculation subsoil using 3D solids.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_analysis_settings_base">
          <xs:sequence>
            <xs:element name="safety_factor_calculation" type="geotechnical_safety_factor_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="reset_small_strain_state" type="xs:boolean"/>
          <xs:attribute name="bisection_lambda" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepoužívat, vývoj!!!</xs:documentation>
              <xs:documentation xml:lang="en">Do not use, under development!!!</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type assign_stiffness

Namespace | No namespace
Annotations |
    Přebírání tuhostí (uvažuje se poté pouze lineárně).
Diagram |
Type | extension of geotechnical_analysis_settings_base
Type hierarchy | geotechnical_analysis_settings_base assign_stiffness
Model | surface_models_coefficients{0,1}
Children | surface_models_coefficients
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Odkaz odkud se přebírají tuhosti z výpočtu dané analýzy.
massive | reference | optional |
surface_models_lift_condition | xs:boolean | optional |
    Podmínka pro omezení v nadzvednutí. Default = false. => nadzvednutí je zakázáno (vyloučení v tlaku/tahu dle lokálních os) . True => může dojít k nadzvednutí. Předpoklad, že zemina je vždy směrem dolů => směr nadzvednutí je nahoru. Pokud je zadáno vyloučení u plochy tak má vyšší prioritu. Ve fázích se musí pokračovat se stejnými podmínky => stejné vyločení a přiřazení nastavení u analýzy.
    Condition for lift restriction. Default = false => lifting is prohibited. True => lifting is allowed (exclusion in compression/tension according to local axes). The assumption is that the soil always acts downward => the direction of lifting is upward. If exclusion is specified for the surface, it takes higher priority. In phases, the conditions must continue with the same settings => the same exclusions and assignments must be applied in the analysis.
Source |
    <xs:complexType name="assign_stiffness">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přebírání tuhostí (uvažuje se poté pouze lineárně).</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_analysis_settings_base">
          <xs:sequence>
            <xs:element name="surface_models_coefficients" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Coeficienty pro jednotlivé hodnoty.</xs:documentation>
                <xs:documentation xml:lang="en">Coefficients for individual values.</xs:documentation>
              </xs:annotation>
              <xs:complexType>
                <xs:attribute name="c1_x" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c1_y" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c1_z" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c2_x" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="c2_y" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Defaultní hodnota: 1.0.</xs:documentation>
                    <xs:documentation xml:lang="en">Default value: 1.0.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="analysis" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz odkud se přebírají tuhosti z výpočtu dané analýzy.</xs:documentation>
              <xs:documentation xml:lang="en"/>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="surface_models_lift_condition" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Podmínka pro omezení v nadzvednutí. Default = false. => nadzvednutí je zakázáno (vyloučení v tlaku/tahu dle lokálních os) . True => může dojít k nadzvednutí. Předpoklad, že zemina je vždy směrem dolů => směr nadzvednutí je nahoru. Pokud je zadáno vyloučení u plochy tak má vyšší prioritu. Ve fázích se musí pokračovat se stejnými podmínky => stejné vyločení a přiřazení nastavení u analýzy.</xs:documentation>
              <xs:documentation xml:lang="en">Condition for lift restriction. Default = false => lifting is prohibited. True => lifting is allowed (exclusion in compression/tension according to local axes). The assumption is that the soil always acts downward => the direction of lifting is upward. If exclusion is specified for the surface, it takes higher priority. In phases, the conditions must continue with the same settings => the same exclusions and assignments must be applied in the analysis.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type min_curvature_surface

Namespace | No namespace
Annotations |
    Definice plochy minimální křivosti.
    Definition of minimum curvature surface.
Diagram |
Used by |
Element | solver_input/min_curvature_surfaces/surface
Model | nodes+ , lines{0,1} , openings{0,1} , surfaces , values
Children | lines, nodes, openings, surfaces, values
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
mesh_size | xs:double | optional |
    Velikost sítě pro generování ploch minimální křivosti. Default = 1.
Source |
    <xs:complexType name="min_curvature_surface">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice plochy minimální křivosti.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of minimum curvature surface.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="nodes" type="nodes_xy" maxOccurs="unbounded"/>
        <xs:element name="lines" type="lines" minOccurs="0"/>
        <xs:element name="openings" type="openings" minOccurs="0"/>
        <xs:element name="surfaces" type="surfaces_member_section"/>
        <xs:element name="values" type="min_curvature_nodes"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="mesh_size" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Velikost sítě pro generování ploch minimální křivosti. Default = 1.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type min_curvature_nodes

Namespace | No namespace
Diagram |
Used by |
Element | min_curvature_surface/values
Model | node+
Children | node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
control_intersections | xs:boolean | optional |
    Kontrola proniků při generování více ploch nad sebou.
    Control of intersections during a generation of multiple surfaces above each other.
Source |
    <xs:complexType name="min_curvature_nodes">
      <xs:sequence>
        <xs:element name="node" type="min_curvature_node" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="control_intersections" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Kontrola proniků při generování více ploch nad sebou.</xs:documentation>
          <xs:documentation xml:lang="en">Control of intersections during a generation of multiple surfaces above each other.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type min_curvature_node

Namespace | No namespace
Diagram |
Used by |
Element | min_curvature_nodes/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
z | array_of_double | required |
Source |
    <xs:complexType name="min_curvature_node">
      <xs:attribute name="node" type="reference" use="required"/>
      <xs:attribute name="z" type="array_of_double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_model

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/geotechnical_model
Model | massive+
Children | massive
Source |
    <xs:complexType name="geotechnical_model">
      <xs:sequence>
        <xs:element name="massive" type="geotechnical_model_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_model_base

Namespace | No namespace
Diagram |
Used by |
Element | geotechnical_model/massive
Complex Types | geotechnical_solids, geotechnical_surfaces
Model | underground_water{0,1}
Children | underground_water
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="geotechnical_model_base">
      <xs:sequence>
        <xs:element name="underground_water" type="underground_water" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type underground_water

Namespace | No namespace
Diagram |
Used by |
Element | geotechnical_model_base/underground_water
Model | surfaces* | values*
Children | surfaces, values
Source |
    <xs:complexType name="underground_water">
      <xs:choice minOccurs="1" maxOccurs="1">
        <xs:element name="surfaces" type="underground_water_by_surfaces" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="values" type="underground_water_by_values" minOccurs="0" maxOccurs="unbounded"/>
      </xs:choice>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type underground_water_by_surfaces

Namespace | No namespace
Annotations |
    Podzemní voda popsána dvojicí povrchů.
    Underground water defined by two planes.
Diagram |
Used by |
Element | underground_water/surfaces
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
from | reference | required |
    Reference na první plochu.
    Reference to the first plane.
to | reference | required |
    Reference na druhou plochu.
    Reference to the second plane.
Source |
    <xs:complexType name="underground_water_by_surfaces">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Podzemní voda popsána dvojicí povrchů.</xs:documentation>
        <xs:documentation xml:lang="en">Underground water defined by two planes.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="from" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na první plochu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the first plane.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="to" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na druhou plochu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the second plane.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type underground_water_by_values

Namespace | No namespace
Annotations |
    Podzemní voda popsána dvojicí hodnot hloubky v Z.
    Underground water defined by two Z coordinates.
Diagram |
Used by |
Element | underground_water/values
Attributes |
QName | Type | Use |
--- | --- | --- | ---
from | xs:double | required |
to | xs:double | required |
Source |
    <xs:complexType name="underground_water_by_values">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Podzemní voda popsána dvojicí hodnot hloubky v Z.</xs:documentation>
        <xs:documentation xml:lang="en">Underground water defined by two Z coordinates.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="from" type="xs:double" use="required"/>
      <xs:attribute name="to" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_solids

Namespace | No namespace
Diagram |
Type | extension of geotechnical_model_base
Type hierarchy | geotechnical_model_base geotechnical_solids
Model | underground_water{0,1} , solid_geotechnic_map_mesh{0,1}
Children | solid_geotechnic_map_mesh, underground_water
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bottom_layer_rigid | xs:boolean | optional |
    Existence nestlačitelného podloží pod poslední vrstvou (pouze pro soilin). Default: false.
    .
deformation_depth | xs:double | optional |
    Omezení deformační hloubky pro jednotlivé regiony (pouze pro pasternak). Nejvyšší priorita v nastavení. Default: Celý masive.
    .
id | id | required |
manual_spring_lines_selection | references | optional |
    Výběr linií na kterých se mají vygenerovat okrajové podpory. Pokud není zadáno = autodetekce. Může být vypnuto nagřízeným boolem zda se mají generovat okrajové podpory.
    Selection of lines on which edge supports should be generated. If not specified = autodetection. Can be turned off by the parent attribute whether edge supports should be generated.
manual_spring_nodes_selection | references | optional |
    Není implementováno! Pouze paster. Výběr uzlů na kterých se mají vygenerovat okrajové podpory. Pokud není zadáno = autodetekce. Může být vypnuto nagřízeným boolem zda se mají generovat okrajové podpory.
    Not implemented! Selection of nodes on which edge supports should be generated. If not specified = autodetection. Can be turned off by the parent attribute whether edge supports should be generated.
manual_subsoil_surfaces_selection | references | optional |
    Výběr ploch na kterých se spočítají parametry C1 a C2.
    Selection of surfaces on which parameters C1 and C2 are calculated.
mesh_as_one | xs:boolean | optional |
    Nepoužívat -> bude smazáno.
    Do not use -> will be deleted.
solids | references | required |
Source |
    <xs:complexType name="geotechnical_solids">
      <xs:complexContent>
        <xs:extension base="geotechnical_model_base">
          <xs:sequence>
            <!--Mapování těles pro geotechniku-->
            <xs:element name="solid_geotechnic_map_mesh" type="solid_geotechnic_map_mesh" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Bere se v potaz pokuď se generuje celý masiv jako jedno těleso. (mesh_as_one == true).</xs:documentation>
                <xs:documentation xml:lang="en">.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attributeGroup ref="manual_selection_object"/>
          <xs:attribute name="mesh_as_one" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepoužívat -> bude smazáno.</xs:documentation>
              <xs:documentation xml:lang="en">Do not use -> will be deleted.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="solids_mesh_as_one" type="references">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Seznam solidů meshovaných jako jeden celek.</xs:documentation>
                <xs:documentation xml:lang="en">List of solids meshed as a single entity.</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
          <xs:attribute name="solids" type="references" use="required"/>
          <xs:attribute name="deformation_depth" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Omezení deformační hloubky pro jednotlivé regiony (pouze pro pasternak). Nejvyšší priorita v nastavení. Default: Celý masive.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="bottom_layer_rigid" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Existence nestlačitelného podloží pod poslední vrstvou (pouze pro soilin). Default: false.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_geotechnic_map_mesh

Namespace | No namespace
Diagram |
Used by |
Element | geotechnical_solids/solid_geotechnic_map_mesh
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connect_down | xs:boolean | optional |
    Je -li true, tak se zahuštění dole připojí ke dnu masívu. Dno masívu v tom případě musí být tvořeno jednou plochou rovině, rovnoběžné s xy.
    .
connect_up | xs:boolean | optional |
    je -li true, tak se zahuštění nahoře připojí přímo k základovým deskám. Základové desky v tom případě musí ležet v rovině, rovnoběžné s xy. Je -li parametr false, tak horní vrstva zahuštění bude obdélníková síť v určité vzdálenosti pod základovými deskami.
    .
distance | xs:double | optional |
    vzdálenost horní vrstvy zahuštění od základových desek v případě, kdy connect_up je false.
    .
element_length | double_positive | optional |
    Zadaná požadovaná velikost prvku na základových deskách. Default: -1, pak se vyjde z aktuální velikosti prvku, vyplývající z globální délky nebo zahuštění na ploše.
    .
gradient | xs:double | optional |
    Hodnota (1, INF). Gradient zahuštění. Default: -1., pak se nepoužije gradient, ale velikost prvku se bude měnit lineárně. Může se také zadat hodnota 1., pak se gradient dopočítá tak, aby vznikly prvky, co nejvíce podobné krychlím.
    .
sphere | xs:boolean | optional |
    je -li true, tak zahuštění bude ve směru dolů postupně přecházet do tvaru kulové plochy. Pokud je tento parametr true, tak parametr connect_down se pokládá za false.
    .
surfaces | references | required |
    Seznam ploch, které tvoří základové desky.
    List of surfaces that make up the foundation plates.
Source |
    <xs:complexType name="solid_geotechnic_map_mesh">
      <xs:attribute name="surfaces" type="references" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Seznam ploch, které tvoří základové desky.</xs:documentation>
          <xs:documentation xml:lang="en">List of surfaces that make up the foundation plates.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="connect_up" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">je -li true, tak se zahuštění nahoře připojí přímo k základovým deskám. Základové desky v tom případě musí ležet v rovině, rovnoběžné s xy. Je -li parametr false, tak horní vrstva zahuštění bude obdélníková síť v určité vzdálenosti pod základovými deskami.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="connect_down" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Je -li true, tak se zahuštění dole připojí ke dnu masívu. Dno masívu v tom případě musí být tvořeno jednou plochou rovině, rovnoběžné s xy.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="sphere" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">je -li true, tak zahuštění bude ve směru dolů postupně přecházet do tvaru kulové plochy. Pokud je tento parametr true, tak parametr connect_down se pokládá za false.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="distance" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">vzdálenost horní vrstvy zahuštění od základových desek v případě, kdy connect_up je false.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="element_length" type="double_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Zadaná požadovaná velikost prvku na základových deskách. Default: -1, pak se vyjde z aktuální velikosti prvku, vyplývající z globální délky nebo zahuštění na ploše.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="gradient" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Hodnota (1, INF). Gradient zahuštění. Default: -1., pak se nepoužije gradient, ale velikost prvku se bude měnit lineárně. Může se také zadat hodnota 1., pak se gradient dopočítá tak, aby vznikly prvky, co nejvíce podobné krychlím.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geotechnical_surfaces

Namespace | No namespace
Annotations |
    Není implementováno.
    Not implemented.
Diagram |
Type | extension of geotechnical_model_base
Type hierarchy | geotechnical_model_base geotechnical_surfaces
Model | underground_water{0,1} , nodes , lines{0,1} , openings{0,1} , surfaces , soil_samples , geological_regions
Children | geological_regions, lines, nodes, openings, soil_samples, surfaces, underground_water
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
manual_spring_lines_selection | references | optional |
    Výběr linií na kterých se mají vygenerovat okrajové podpory. Pokud není zadáno = autodetekce. Může být vypnuto nagřízeným boolem zda se mají generovat okrajové podpory.
    Selection of lines on which edge supports should be generated. If not specified = autodetection. Can be turned off by the parent attribute whether edge supports should be generated.
manual_spring_nodes_selection | references | optional |
    Není implementováno! Pouze paster. Výběr uzlů na kterých se mají vygenerovat okrajové podpory. Pokud není zadáno = autodetekce. Může být vypnuto nagřízeným boolem zda se mají generovat okrajové podpory.
    Not implemented! Selection of nodes on which edge supports should be generated. If not specified = autodetection. Can be turned off by the parent attribute whether edge supports should be generated.
manual_subsoil_surfaces_selection | references | optional |
    Výběr ploch na kterých se spočítají parametry C1 a C2.
    Selection of surfaces on which parameters C1 and C2 are calculated.
mesh_size | xs:double | optional |
    Velikost sítě pro generování ploch minimální křivosti. Default = 1.
Source |
    <xs:complexType name="geotechnical_surfaces">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Není implementováno.</xs:documentation>
        <xs:documentation xml:lang="en">Not implemented.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="geotechnical_model_base">
          <xs:sequence>
            <xs:element name="nodes" type="nodes"/>
            <xs:element name="lines" type="lines" minOccurs="0"/>
            <xs:element name="openings" type="openings" minOccurs="0"/>
            <xs:element name="surfaces" type="surfaces_member_section"/>
            <xs:element name="soil_samples" type="soil_samples"/>
            <xs:element name="geological_regions" type="geological_regions">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Později zapsaná geologická oblast překrývá dříve zapsané geologické oblasti dle ID.</xs:documentation>
                <xs:documentation xml:lang="en"/>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attributeGroup ref="manual_selection_object"/>
          <xs:attribute name="mesh_size" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Velikost sítě pro generování ploch minimální křivosti. Default = 1.</xs:documentation>
              <xs:documentation xml:lang="en"/>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type soil_samples

Namespace | No namespace
Diagram |
Used by |
Element | geotechnical_surfaces/soil_samples
Model | soil_sample+
Children | soil_sample
Source |
    <xs:complexType name="soil_samples">
      <xs:sequence>
        <xs:element name="soil_sample" type="soil_sample" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type soil_sample

Namespace | No namespace
Diagram |
Used by |
Element | soil_samples/soil_sample
Model | soil_layer+
Children | soil_layer
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
terrain_z | xs:double | required |
water_z | xs:double | optional |
Source |
    <xs:complexType name="soil_sample">
      <xs:sequence>
        <!--<xs:element name="coordinate" type="point_3d"/>-->
        <xs:element name="soil_layer" type="soil_layer" minOccurs="1" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Popis vrstev od shora směrem dolů.</xs:documentation>
            <xs:documentation xml:lang="en">Layers description from top to the bottom.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="terrain_z" type="xs:double" use="required"/>
      <xs:attribute name="water_z" type="xs:double" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type soil_layer

Namespace | No namespace
Diagram |
Used by |
Element | soil_sample/soil_layer
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
material | reference | required |
thickness | xs:double | required |
Source |
    <xs:complexType name="soil_layer">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="thickness" type="xs:double" use="required"/>
      <xs:attribute name="material" type="reference" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geological_regions

Namespace | No namespace
Diagram |
Used by |
Element | geotechnical_surfaces/geological_regions
Model | geological_region+
Children | geological_region
Source |
    <xs:complexType name="geological_regions">
      <xs:sequence>
        <xs:element name="geological_region" type="geological_region" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geological_region

Namespace | No namespace
Diagram |
Used by |
Element | geological_regions/geological_region
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bottom_layer_rigid | xs:boolean | optional |
    Existence nestlačitelného podloží pod poslední vrstvou (pouze pro soilin a pasternak - zaprocovává se). Default: false.
    .
deformation_depth | xs:double | optional |
    Omezení deformační hloubky pro jednotlivé regiony (pouze pro pasternak). Nejvyšší priorita v nastavení. Default: Celý masive.
    .
id | id | required |
nodes | references | required |
result_nodes | references | optional |
    Výsledkové uzly, v kterých jsou požadované výsledky/průběhy ze soilinu. Default: žádný uzel. Pro zadané sondy potřeba zapsat zad jsou požadovány výsledky (redukce velikosti souboru).
    .
samples | references | required |
surfaces | references | required |
Source |
    <xs:complexType name="geological_region">
      <xs:attribute name="surfaces" type="references" use="required"/>
      <xs:attribute name="samples" type="references" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="deformation_depth" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Omezení deformační hloubky pro jednotlivé regiony (pouze pro pasternak). Nejvyšší priorita v nastavení. Default: Celý masive.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="bottom_layer_rigid" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Existence nestlačitelného podloží pod poslední vrstvou (pouze pro soilin a pasternak - zaprocovává se). Default: false.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="result_nodes" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Výsledkové uzly, v kterých jsou požadované výsledky/průběhy ze soilinu. Default: žádný uzel. Pro zadané sondy potřeba zapsat zad jsou požadovány výsledky (redukce velikosti souboru).</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_type_standard

Namespace | No namespace
Diagram |
Type | extension of solid_base
Type hierarchy | solid_base solid_type_standard
Model | axes_rotation{0,1}
Children | axes_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_surfaces | references | required |
    Čísla definičních ploch tělesa.
    Numbers definition surfaces solid.
id | id | required |
integrated_lines | references | optional |
    Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated lines into solid. Lines are part of solid mesh. Optional attribute.
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
    Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.
integrated_nodes_independent | references | optional |
integrated_solids_independent | references | optional |
integrated_surfaces | references | optional |
    Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.
integrated_surfaces_independent | references | optional |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
Source |
    <xs:complexType name="solid_type_standard">
      <xs:complexContent>
        <xs:extension base="solid_base">
          <xs:attribute name="material" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_type_gas

Namespace | No namespace
Diagram |
Type | extension of solid_base
Type hierarchy | solid_base solid_type_gas
Model | axes_rotation{0,1}
Children | axes_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
definition_surfaces | references | required |
    Čísla definičních ploch tělesa.
    Numbers definition surfaces solid.
gas_parameters | reference | required |
id | id | required |
integrated_lines | references | optional |
    Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated lines into solid. Lines are part of solid mesh. Optional attribute.
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
    Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.
integrated_nodes_independent | references | optional |
integrated_solids_independent | references | optional |
integrated_surfaces | references | optional |
    Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.
integrated_surfaces_independent | references | optional |
material | reference | required |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
Source |
    <xs:complexType name="solid_type_gas">
      <xs:complexContent>
        <xs:extension base="solid_base">
          <xs:attribute name="material" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
              <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="gas_parameters" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_type_contact

Namespace | No namespace
Diagram |
Type | extension of solid_base
Type hierarchy | solid_base solid_type_contact
Model | axes_rotation{0,1}
Children | axes_rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contact_type | reference | required |
definition_surfaces | references | required |
    Čísla definičních ploch tělesa.
    Numbers definition surfaces solid.
id | id | required |
integrated_lines | references | optional |
    Integrované linie do tělesa. Linie jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated lines into solid. Lines are part of solid mesh. Optional attribute.
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
    Integrované uzly do tělesa. Uzly jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated nodes into solid. Nodes are part of the solid mesh. Optional attribute.
integrated_nodes_independent | references | optional |
integrated_solids_independent | references | optional |
integrated_surfaces | references | optional |
    Integrované plochy do tělesa. Plochy jsou součástí sítě tělesa. Nepovinný atribut.
    Integrated surfaces into solid. Surfaces are part of solid mesh. Optional attribute.
integrated_surfaces_independent | references | optional |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.
    Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
note | xs:string | optional |
surface1 | reference | required |
surface2 | reference | required |
Source |
    <xs:complexType name="solid_type_contact">
      <xs:complexContent>
        <xs:extension base="solid_base">
          <xs:attribute name="material" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="contact_type" type="reference" use="required"/>
          <xs:attribute name="surface1" type="reference" use="required"/>
          <xs:attribute name="surface2" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_gas_parameters

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/solid_gas_parameters
Model | parameters+
Children | parameters
Source |
    <xs:complexType name="solid_gas_parameters">
      <xs:sequence>
        <xs:element name="parameters" type="solid_gas_parameter" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_gas_parameter

Namespace | No namespace
Diagram |
Used by |
Element | solid_gas_parameters/parameters
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
pressure | xs:double | required |
temperature | xs:double | required |
Source |
    <xs:complexType name="solid_gas_parameter">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="pressure" type="xs:double" use="required"/>
      <xs:attribute name="temperature" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type contact_solid_types

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/contact_solid_types
Model | contact_type+
Children | contact_type
Source |
    <xs:complexType name="contact_solid_types">
      <xs:sequence>
        <xs:element name="contact_type" type="contact_solid_types_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type contact_solid_types_base

Namespace | No namespace
Diagram |
Used by |
Element | contact_solid_types/contact_type
Complex Types | elastic_friction, elastic_friction_with_limit, elastic_solid_behavior, failure_if_perpendicular_contact_failed, full_force_transmission, rigid_friction, rigid_friction_with_limit
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:complexType name="contact_solid_types_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="perpendicular_type" type="perpendicular_contact_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type perpendicular_contact_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | FULL_FORCE_TRANSMISSION |
enumeration | FAILURE_UNDER_COMPRESSION |
enumeration | FAILURE_UNDER_TENSIONS |
Used by |
Attribute | contact_solid_types_base/@perpendicular_type
Source |
    <xs:simpleType name="perpendicular_contact_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="FULL_FORCE_TRANSMISSION"/>
        <xs:enumeration value="FAILURE_UNDER_COMPRESSION"/>
        <xs:enumeration value="FAILURE_UNDER_TENSIONS"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_condensations

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/static_condensations
Model | static_condensation+
Children | static_condensation
Source |
    <xs:complexType name="static_condensations">
      <xs:sequence>
        <xs:element name="static_condensation" type="static_condensation_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_condensation_base

Namespace | No namespace
Diagram |
Used by |
Element | static_condensations/static_condensation
Complex Type | static_condensation_slave_master
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="static_condensation_base">
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_condensation_slave_master

Namespace | No namespace
Diagram |
Type | extension of static_condensation_base
Type hierarchy | static_condensation_base static_condensation_slave_master
Model | slave , master{0,1}
Children | master, slave
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="static_condensation_slave_master">
      <xs:complexContent>
        <xs:extension base="static_condensation_base">
          <xs:sequence>
            <xs:element name="slave" type="static_condensation_selestion" minOccurs="1" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Slave entity.</xs:documentation>
                <xs:documentation xml:lang="en">Slave entities.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="master" type="static_condensation_selestion" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Master entity (volitelně, jinak se určí automaticky).</xs:documentation>
                <xs:documentation xml:lang="en">Master entities (optional, automatic detection otherwise).</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_condensation_selestion

Namespace | No namespace
Diagram |
Used by |
Elements | static_condensation_slave_master/master, static_condensation_slave_master/slave
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
members | references | optional |
nodes | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="static_condensation_selestion">
      <xs:attribute name="nodes" type="references" use="optional"/>
      <xs:attribute name="lines" type="references" use="optional"/>
      <xs:attribute name="members" type="references" use="optional"/>
      <xs:attribute name="surfaces" type="references" use="optional"/>
      <xs:attribute name="solids" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reductions_for_modal_analysis

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/reductions_for_modal_analysis
Model | reduction_for_modal_analysis*
Children | reduction_for_modal_analysis
Source |
    <xs:complexType name="reductions_for_modal_analysis">
      <xs:sequence>
        <xs:element name="reduction_for_modal_analysis" type="reduction_for_modal_analysis_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reduction_for_modal_analysis_base

Namespace | No namespace
Diagram |
Used by |
Element | reductions_for_modal_analysis/reduction_for_modal_analysis
Complex Types | improved_reduced_systems, reduction_mass_to_node_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="reduction_for_modal_analysis_base">
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type improved_reduced_systems

Namespace | No namespace
Diagram |
Type | extension of reduction_for_modal_analysis_base
Type hierarchy | reduction_for_modal_analysis_base improved_reduced_systems
Model | improved_reduced_system*
Children | improved_reduced_system
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
global_height_floor | xs:double | required |
    Relativní vzdálenost (0, 1]
    .
global_maximum_radius | xs:double | required |
id | id | required |
Source |
    <xs:complexType name="improved_reduced_systems">
      <xs:complexContent>
        <xs:extension base="reduction_for_modal_analysis_base">
          <xs:sequence>
            <xs:element name="improved_reduced_system" type="improved_reduced_system_base" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="global_height_floor" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Relativní vzdálenost (0, 1]</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="global_maximum_radius" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type improved_reduced_system_base

Namespace | No namespace
Diagram |
Used by |
Element | improved_reduced_systems/improved_reduced_system
Complex Types | improved_reduced_system_delta, improved_reduced_system_global, improved_reduced_system_size
Model | node_coordinate
Children | node_coordinate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="improved_reduced_system_base">
      <xs:sequence>
        <xs:element name="node_coordinate" type="point_3d"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type improved_reduced_system_size

Namespace | No namespace
Diagram |
Type | extension of improved_reduced_system_base
Type hierarchy | improved_reduced_system_base improved_reduced_system_size
Model | node_coordinate
Children | node_coordinate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
height_floor | xs:double | required |
id | id | required |
maximum_radius | xs:double | required |
Source |
    <xs:complexType name="improved_reduced_system_size">
      <xs:complexContent>
        <xs:extension base="improved_reduced_system_base">
          <xs:attribute name="height_floor" type="xs:double" use="required"/>
          <xs:attribute name="maximum_radius" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type improved_reduced_system_delta

Namespace | No namespace
Diagram |
Type | extension of improved_reduced_system_base
Type hierarchy | improved_reduced_system_base improved_reduced_system_delta
Model | node_coordinate , delta
Children | delta, node_coordinate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="improved_reduced_system_delta">
      <xs:complexContent>
        <xs:extension base="improved_reduced_system_base">
          <xs:sequence>
            <xs:element name="delta" type="vector_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type improved_reduced_system_global

Namespace | No namespace
Diagram |
Type | extension of improved_reduced_system_base
Type hierarchy | improved_reduced_system_base improved_reduced_system_global
Model | node_coordinate
Children | node_coordinate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="improved_reduced_system_global">
      <xs:complexContent>
        <xs:extension base="improved_reduced_system_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reduction_mass_to_node_type

Namespace | No namespace
Diagram |
Type | extension of reduction_for_modal_analysis_base
Type hierarchy | reduction_for_modal_analysis_base reduction_mass_to_node_type
Model | reduction_node+
Children | reduction_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="reduction_mass_to_node_type">
      <xs:complexContent>
        <xs:extension base="reduction_for_modal_analysis_base">
          <xs:sequence>
            <xs:element name="reduction_node" type="reduction_mass_to_node" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reduction_mass_to_node

Namespace | No namespace
Annotations |
    Redukce probíhá na úrovni uzel do uzlu. Pokud je uzel přiřazen v rámci více entit (uzel, linie, ...). Logika redukce je v najití vzdálenosti od zadaného bodu do bodu redukce stávajícího a nového. Nejprve se vyhodnotí celková vzdálenost a poté se vyhodnotí vzdálenost ve směru Z.
    The reduction takes place at the node-to-node level. If the node is assigned within multiple entities (node, line, ...). The logic of the reduction is to find the distance from the specified point to the point of reduction of the existing and the new. The total distance is evaluated first, and then the distance in the Z direction is evaluated.
Diagram |
Used by |
Element | reduction_mass_to_node_type/reduction_node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
members | references | optional |
node_id_result | reference | required |
nodes | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="reduction_mass_to_node">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Redukce probíhá na úrovni uzel do uzlu. Pokud je uzel přiřazen v rámci více entit (uzel, linie, ...). Logika redukce je v najití vzdálenosti od zadaného bodu do bodu redukce stávajícího a nového. Nejprve se vyhodnotí celková vzdálenost a poté se vyhodnotí vzdálenost ve směru Z.</xs:documentation>
        <xs:documentation xml:lang="en">The reduction takes place at the node-to-node level. If the node is assigned within multiple entities (node, line, ...). The logic of the reduction is to find the distance from the specified point to the point of reduction of the existing and the new. The total distance is evaluated first, and then the distance in the Z direction is evaluated.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="node_id_result" type="reference" use="required"/>
      <xs:attribute name="nodes" type="references" use="optional"/>
      <xs:attribute name="lines" type="references" use="optional"/>
      <xs:attribute name="members" type="references" use="optional"/>
      <xs:attribute name="surfaces" type="references" use="optional"/>
      <xs:attribute name="solids" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type failure_if_perpendicular_contact_failed

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base failure_if_perpendicular_contact_failed
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:complexType name="failure_if_perpendicular_contact_failed">
      <!-- [Michal 03.07.2018] Umožňuje solver?-->
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type full_force_transmission

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base full_force_transmission
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:complexType name="full_force_transmission">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rigid_friction

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base rigid_friction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
friction_coefficient | xs:double | required |
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:complexType name="rigid_friction">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
          <xs:attribute name="friction_coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rigid_friction_with_limit

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base rigid_friction_with_limit
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
limit_stress | xs:double | required |
perpendicular_type | perpendicular_contact_type | required |
Source |
    <xs:complexType name="rigid_friction_with_limit">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
          <xs:attribute name="limit_stress" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type elastic_friction

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base elastic_friction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
friction_coefficient | xs:double | required |
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
shear_stiffness | xs:double | required |
Source |
    <xs:complexType name="elastic_friction">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
          <xs:attribute name="shear_stiffness" type="xs:double" use="required"/>
          <xs:attribute name="friction_coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type elastic_friction_with_limit

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base elastic_friction_with_limit
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
limit_stress | xs:double | required |
perpendicular_type | perpendicular_contact_type | required |
shear_stiffness | xs:double | required |
Source |
    <xs:complexType name="elastic_friction_with_limit">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
          <xs:attribute name="shear_stiffness" type="xs:double" use="required"/>
          <xs:attribute name="limit_stress" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type elastic_solid_behavior

Namespace | No namespace
Diagram |
Type | extension of contact_solid_types_base
Type hierarchy | contact_solid_types_base elastic_solid_behavior
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
perpendicular_type | perpendicular_contact_type | required |
shear_stiffness | xs:double | required |
Source |
    <xs:complexType name="elastic_solid_behavior">
      <xs:complexContent>
        <xs:extension base="contact_solid_types_base">
          <xs:attribute name="shear_stiffness" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_linear

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_linear
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_linear">
      <xs:complexContent>
        <xs:extension base="spring_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_connection_multiplier

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_connection_multiplier
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | xs:double | required |
    Násobitel přenosu. Platí: uzel_master - coefficient * uzel_slave = 0.
    Transfer Multiplier. The following applies: node_master - coefficient * node_slave = 0.
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_connection_multiplier">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="coefficient" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Násobitel přenosu. Platí: uzel_master - coefficient * uzel_slave = 0.</xs:documentation>
              <xs:documentation xml:lang="en">Transfer Multiplier. The following applies: node_master - coefficient * node_slave = 0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_pile

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_pile
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_pile">
      <xs:complexContent>
        <xs:extension base="spring_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_scaffold

Namespace | No namespace
Annotations |
    TODO REMOVE. Pouze pro podpory.
    TODO REMOVE. Only for supports.
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_scaffold
Model | gap , exc_0 , exc_max
Children | exc_0, exc_max, gap
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_scaffold">
      <!--TODO remove-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE. Pouze pro podpory.</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE. Only for supports.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="gap" type="xs:double"/>
            <xs:element name="exc_0" type="xs:double"/>
            <xs:element name="exc_max" type="xs:double"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_scaffold_support

Namespace | No namespace
Annotations |
    Pouze pro podpory.
    Only for supports.
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_scaffold_support
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
exc_0 | xs:double | required |
exc_max | xs:double | required |
gap | xs:double | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_scaffold_support">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro podpory.</xs:documentation>
        <xs:documentation xml:lang="en">Only for supports.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="gap" type="xs:double" use="required"/>
          <xs:attribute name="exc_0" type="xs:double" use="required"/>
          <xs:attribute name="exc_max" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_scaffold_hinge

Namespace | No namespace
Annotations |
    Pouze pro klouby na prutech v lokálních směrech(možná globál potřeba otestovat!).
    .
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_scaffold_hinge
Model | diagram_force_displacement
Children | diagram_force_displacement
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_scaffold_hinge">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro klouby na prutech v lokálních směrech(možná globál potřeba otestovat!).</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_scaffold_hinge_uy_uz

Namespace | No namespace
Annotations |
    Pouze pro klouby na prutech v lokálních směrech(možná globál potřeba otestovat!). Zapsat stejný graf pro uy a uz. (ověřit)s
    .
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_scaffold_hinge_uy_uz
Model | diagram_force_displacement
Children | diagram_force_displacement
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_scaffold_hinge_uy_uz">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro klouby na prutech v lokálních směrech(možná globál potřeba otestovat!). Zapsat stejný graf pro uy a uz. (ověřit)s</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_friction_one_force

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_friction_one_force
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | xs:double | required |
force_direction | translation_direction | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_friction_one_force">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="force_direction" type="translation_direction" use="required"/>
          <xs:attribute name="coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_friction_two_forces

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_friction_two_forces
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficients | array_of_double | required |
forces_directions | array_of_translation_directions | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_friction_two_forces">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="forces_directions" type="array_of_translation_directions" use="required"/>
          <xs:attribute name="coefficients" type="array_of_double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_friction_resultant

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_friction_resultant
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | xs:double | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_friction_resultant">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_friction_plane

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_friction_plane
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | xs:double | required |
force_direction | translation_direction | required |
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_friction_plane">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:attribute name="force_direction" type="translation_direction" use="required"/>
          <xs:attribute name="coefficient" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spring_diagram_coupled

Namespace | No namespace
Annotations |
    Pouze pro line release.  Pokuď je zadán tento typ, nezadané směry budou typu pevné/permanent (12);
    Vylučování parametrů na sobě závislé: (vyloučení ve směru x v obou směrech nebo y/z v tahu povede k uvolnění x v obou směrech a y/z v kladné části grafu);
    For line release only. If this type is specified, unspecified directions will be of fixed/permanent type (12);
    Exclusion of parameters dependent on each other: (exclusion in the x direction in both directions or y/z in the thrust will lead to the release of x in both directions and y/z in the positive part of the graph);
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base spring_diagram_coupled
Model | diagram_force_displacement
Children | diagram_force_displacement
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="spring_diagram_coupled">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro line release. Pokuď je zadán tento typ, nezadané směry budou typu pevné/permanent (12); Vylučování parametrů na sobě závislé: (vyloučení ve směru x v obou směrech nebo y/z v tahu povede k uvolnění x v obou směrech a y/z v kladné části grafu);</xs:documentation>
        <xs:documentation xml:lang="en">For line release only. If this type is specified, unspecified directions will be of fixed/permanent type (12); Exclusion of parameters dependent on each other: (exclusion in the x direction in both directions or y/z in the thrust will lead to the release of x in both directions and y/z in the positive part of the graph);</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_displacement" type="diagram_xy_base"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plastic_rc_hinge_parameters

Namespace | No namespace
Diagram |
Used by |
Elements | plastic_rc_hinge/negative_moment_parameters, plastic_rc_hinge/positive_moment_parameters
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_of_shear_force_variable | xs:double | required |
conforming_reinforcement_maximum_shear_force | xs:double | required |
reinforcement_ratio | xs:double | required |
yielding_moment | xs:double | required |
Source |
    <xs:complexType name="plastic_rc_hinge_parameters">
      <xs:attribute name="yielding_moment" type="xs:double" use="required"/>
      <!-- M_yield -->
      <xs:attribute name="reinforcement_ratio" type="xs:double" use="required"/>
      <!-- ρ+_variable = (ρ-ρ')/(ρbal) resp. ρ-_variable = (ρ'-ρ)/(ρbal) Reinforcement ratio -->
      <xs:attribute name="conforming_reinforcement_maximum_shear_force" type="xs:double" use="required"/>
      <!-- value that controls whether the reinforcement is conforming  (Ved < value) or non-conforming (Ved >= value)-->
      <xs:attribute name="coefficient_of_shear_force_variable" type="xs:double" use="required"/>
      <!-- 1/[bw*d*SQRT(f'cE)] Design Shear force from NSP(Pushover) or NDP(THA) -->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plastic_rc_hinge

Namespace | No namespace
Annotations |
    Plastické klouby pro železobetonovou úlohu, užitečné zejména pro nelineární dynamickou analýzu. Diagram kloubů je závislý na vlastnostech výztuže a smykové síle.
    Plastic hinges for reinforced concrete task, especially useful for nonlinear dynamic analysis. The hinge diagram depends on the reinforcement properties and shear force.
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base plastic_rc_hinge
Model | positive_moment_parameters , negative_moment_parameters
Children | negative_moment_parameters, positive_moment_parameters
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="plastic_rc_hinge">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Plastické klouby pro železobetonovou úlohu, užitečné zejména pro nelineární dynamickou analýzu. Diagram kloubů je závislý na vlastnostech výztuže a smykové síle.</xs:documentation>
        <xs:documentation xml:lang="en">Plastic hinges for reinforced concrete task, especially useful for nonlinear dynamic analysis. The hinge diagram depends on the reinforcement properties and shear force.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="positive_moment_parameters" type="plastic_rc_hinge_parameters" minOccurs="1" maxOccurs="1"/>
            <xs:element name="negative_moment_parameters" type="plastic_rc_hinge_parameters" minOccurs="1" maxOccurs="1"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type stiffness_diagram

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base stiffness_diagram
Model | diagram_force_spring_constant
Children | diagram_force_spring_constant
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
dependent_on_force | mass_translation_direction | optional |
    Tuhost závisí na síle ve směru x, y, z nebo výsledná síla (all).
    Stiffness is dependent on the force in the x, y, z or resultant force (all).
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="stiffness_diagram">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_spring_constant" type="diagram_xy_base"/>
          </xs:sequence>
          <xs:attribute name="dependent_on_force" type="mass_translation_direction" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tuhost závisí na síle ve směru x, y, z nebo výsledná síla (all).</xs:documentation>
              <xs:documentation xml:lang="en">Stiffness is dependent on the force in the x, y, z or resultant force (all).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_force_moment_diagram

Namespace | No namespace
Diagram |
Type | extension of spring_base
Type hierarchy | spring_base line_hinge_force_moment_diagram
Model | diagram_force_positive_moment , diagram_force_negative_moment
Children | diagram_force_negative_moment, diagram_force_positive_moment
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
dependent_on_force | translation_direction | required |
    Momentová únosnost liniovehé kloubu závisí na vnitřní síle v lokálním směru kloubu x, y nebo z (n, vy nebo vz).
    Moment capacity of the line hinge is dependent on the internal force in the local direction of the hinge x, y or z (n, vy or vz).
material | reference | optional |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
rigid | xs:boolean | required |
value | xs:double | optional |
Source |
    <xs:complexType name="line_hinge_force_moment_diagram">
      <xs:complexContent>
        <xs:extension base="spring_base">
          <xs:sequence>
            <xs:element name="diagram_force_positive_moment" type="diagram_xy"/>
            <xs:element name="diagram_force_negative_moment" type="diagram_xy"/>
          </xs:sequence>
          <xs:attribute name="dependent_on_force" type="translation_direction" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Momentová únosnost liniovehé kloubu závisí na vnitřní síle v lokálním směru kloubu x, y nebo z (n, vy nebo vz).</xs:documentation>
              <xs:documentation xml:lang="en">Moment capacity of the line hinge is dependent on the internal force in the local direction of the hinge x, y or z (n, vy or vz).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_supports

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/nodal_supports
Model | nodal_support*
Children | nodal_support
Attributes |
QName | Type | Use |
--- | --- | --- | ---
fix_rotations_at_nodes | references | optional |
Source |
    <xs:complexType name="nodal_supports">
      <xs:sequence>
        <xs:element name="nodal_support" type="nodal_support_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="fix_rotations_at_nodes" type="references" use="optional"/>
      <!--<xs:attribute name="fix_rotations_at_nodes_automatic" type="xs:boolean" use="optional"/>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_base

Namespace | No namespace
Diagram |
Used by |
Element | nodal_supports/nodal_support
Complex Types | nodal_support_column_base, nodal_support_general
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_support_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_general

Namespace | No namespace
Diagram |
Type | extension of nodal_support_base
Type hierarchy | nodal_support_base nodal_support_general
Model | rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , dof_7{0,1} , eccentricity{0,1}
Children | dof_7, eccentricity, phi_x, phi_y, phi_z, rotation, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_support_general">
      <xs:complexContent>
        <xs:extension base="nodal_support_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
            <xs:element name="x" type="spring_base" minOccurs="0"/>
            <xs:element name="y" type="spring_base" minOccurs="0"/>
            <xs:element name="z" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
            <xs:element name="dof_7" type="spring_base" minOccurs="0"/>
            <xs:element name="eccentricity" type="support_eccentricity" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_column_base

Namespace | No namespace
Annotations |
    Lze deaktivovat pouze celá, ne jednotlivé směry!!!
    Only entire support can be deactivated, not individual directions!!!
Diagram |
Type | extension of nodal_support_base
Type hierarchy | nodal_support_base nodal_support_column_base
Used by |
Complex Types | nodal_support_column_foundations, nodal_support_column_nodal
Model | (circular{0,1} | rectangle{0,1})
Children | circular, rectangle
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
rotation | xs:double | optional |
surface_ids | references | optional |
Source |
    <xs:complexType name="nodal_support_column_base">
      <xs:complexContent>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Lze deaktivovat pouze celá, ne jednotlivé směry!!!</xs:documentation>
          <xs:documentation xml:lang="en">Only entire support can be deactivated, not individual directions!!!</xs:documentation>
        </xs:annotation>
        <xs:extension base="nodal_support_base">
          <xs:sequence>
            <xs:choice minOccurs="1" maxOccurs="1">
              <xs:element name="circular" type="nodal_support_column_circular" minOccurs="0" maxOccurs="1"/>
              <xs:element name="rectangle" type="nodal_support_column_rectangle" minOccurs="0" maxOccurs="1"/>
            </xs:choice>
          </xs:sequence>
          <xs:attribute name="rotation" type="xs:double" use="optional"/>
          <xs:attribute name="surface_ids" type="references" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_column_circular

Namespace | No namespace
Diagram |
Used by |
Element | nodal_support_column_base/circular
Attributes |
QName | Type | Use |
--- | --- | --- | ---
diameter | double_positive | required |
Source |
    <xs:complexType name="nodal_support_column_circular">
      <xs:attribute name="diameter" type="double_positive" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_column_rectangle

Namespace | No namespace
Diagram |
Used by |
Element | nodal_support_column_base/rectangle
Attributes |
QName | Type | Use |
--- | --- | --- | ---
breadth | double_positive | required |
height | double_positive | required |
Source |
    <xs:complexType name="nodal_support_column_rectangle">
      <xs:attribute name="breadth" type="double_positive" use="required"/>
      <xs:attribute name="height" type="double_positive" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_column_foundations

Namespace | No namespace
Diagram |
Type | extension of nodal_support_column_base
Type hierarchy | nodal_support_base nodal_support_column_base nodal_support_column_foundations
Model | (circular{0,1} | rectangle{0,1}) , translation_x{0,1} , translation_y{0,1} , translation_z{0,1} , shear_xz{0,1} , shear_yz{0,1}
Children | circular, rectangle, shear_xz, shear_yz, translation_x, translation_y, translation_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
rotation | xs:double | optional |
surface_ids | references | optional |
Source |
    <xs:complexType name="nodal_support_column_foundations">
      <xs:complexContent>
        <xs:extension base="nodal_support_column_base">
          <xs:sequence>
            <xs:element name="translation_x" type="spring_base" minOccurs="0"/>
            <xs:element name="translation_y" type="spring_base" minOccurs="0"/>
            <xs:element name="translation_z" type="spring_base" minOccurs="0"/>
            <xs:element name="shear_xz" type="spring_base" minOccurs="0"/>
            <xs:element name="shear_yz" type="spring_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_column_nodal

Namespace | No namespace
Diagram |
Type | extension of nodal_support_column_base
Type hierarchy | nodal_support_base nodal_support_column_base nodal_support_column_nodal
Model | (circular{0,1} | rectangle{0,1}) , rotation{0,1} , x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1} , dof_7{0,1}
Children | circular, dof_7, phi_x, phi_y, phi_z, rectangle, rotation, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
rotation | xs:double | optional |
surface_ids | references | optional |
Source |
    <xs:complexType name="nodal_support_column_nodal">
      <xs:complexContent>
        <xs:extension base="nodal_support_column_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
            <xs:element name="x" type="spring_base" minOccurs="0"/>
            <xs:element name="y" type="spring_base" minOccurs="0"/>
            <xs:element name="z" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_x" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_y" type="spring_base" minOccurs="0"/>
            <xs:element name="phi_z" type="spring_base" minOccurs="0"/>
            <xs:element name="dof_7" type="spring_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type column_support_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | SURFACE_FOUNDATIONS |
enumeration | NODAL_SUPPORT |
Source |
    <xs:simpleType name="column_support_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="SURFACE_FOUNDATIONS"/>
        <xs:enumeration value="NODAL_SUPPORT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type individual_reference_temperatures

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure/individual_reference_temperatures
Model | temperature+
Children | temperature
Source |
    <xs:complexType name="individual_reference_temperatures">
      <xs:sequence>
        <xs:element name="temperature" type="individual_reference_temperature" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type individual_reference_temperature

Namespace | No namespace
Diagram |
Used by |
Element | individual_reference_temperatures/temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
value | xs:double | required |
Source |
    <xs:complexType name="individual_reference_temperature">
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="members" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
      <xs:attribute name="solids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type structure_modifications

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/structure_modifications
Model | structure_modification*
Children | structure_modification
Source |
    <xs:complexType name="structure_modifications">
      <xs:sequence>
        <xs:element name="structure_modification" type="structure_modification_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type structure_modification_type

Namespace | No namespace
Diagram |
Used by |
Element | structure_modifications/structure_modification
Model | materials{0,1} , member_sections{0,1} , nodes{0,1} , members{0,1} , surfaces{0,1} , solids{0,1} , contacts{0,1} , member_hinges{0,1} , line_hinges{0,1} , nodal_supports{0,1} , line_supports{0,1} , member_subsoils{0,1} , surface_subsoils{0,1} , deactivation{0,1} , deactivate_nonlinearities{0,1} , assign_temperature_from_load{0,1}
Children | assign_temperature_from_load, contacts, deactivate_nonlinearities, deactivation, line_hinges, line_supports, materials, member_hinges, member_sections, member_subsoils, members, nodal_supports, nodes, solids, surface_subsoils, surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="structure_modification_type">
      <xs:sequence>
        <xs:element name="materials" type="material_modifications" minOccurs="0"/>
        <xs:element name="member_sections" type="section_modifications" minOccurs="0"/>
        <xs:element name="nodes" type="node_modifications" minOccurs="0"/>
        <xs:element name="members" type="member_modifications" minOccurs="0"/>
        <xs:element name="surfaces" type="surface_modifications" minOccurs="0"/>
        <xs:element name="solids" type="solid_modifications" minOccurs="0"/>
        <xs:element name="contacts" type="contacts_modification" minOccurs="0"/>
        <xs:element name="member_hinges" type="member_hinge_modifications" minOccurs="0"/>
        <!--dodelat-->
        <xs:element name="line_hinges" type="line_hinge_modifications" minOccurs="0"/>
        <!--dodelat-->
        <xs:element name="nodal_supports" type="nodal_support_modifications" minOccurs="0"/>
        <xs:element name="line_supports" type="line_support_modifications" minOccurs="0"/>
        <xs:element name="member_subsoils" type="member_subsoil_modifications" minOccurs="0"/>
        <xs:element name="surface_subsoils" type="surface_subsoil_modifications" minOccurs="0"/>
        <xs:element name="deactivation" type="deactivation_type" minOccurs="0"/>
        <xs:element name="deactivate_nonlinearities" type="deactivate_nonlinearities" minOccurs="0"/>
        <xs:element name="assign_temperature_from_load" type="assign_temperature_from_load" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Přiřazení nastavení teploty u teplotního materiálu. Pokud je zadáno, přebijí nastavení teplotních materiálů přes teplotní zatížení přiřazené v analýze.</xs:documentation>
            <xs:documentation xml:lang="en">Assignment of temperature for thermal material. If specified, it override the thermal material settings by the thermal load assigned at the analysis.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/materials
Model | material+
Children | material
Source |
    <xs:complexType name="material_modifications">
      <xs:sequence>
        <xs:element name="material" type="material_modification_type_base" minOccurs="1" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
            <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_modification_type_base

Namespace | No namespace
Diagram |
Used by |
Element | material_modifications/material
Complex Types | material_modification_creep, material_modification_factor, material_type_swap_modification
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="material_modification_type_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type section_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/member_sections
Model | section+
Children | section
Source |
    <xs:complexType name="section_modifications">
      <xs:sequence>
        <xs:element name="section" type="section_modification_type" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type section_modification_type

Namespace | No namespace
Diagram |
Used by |
Element | section_modifications/section
Attributes |
QName | Type | Use |
--- | --- | --- | ---
area_shear_u_factor | double_positive | optional |
area_shear_v_factor | double_positive | optional |
axial_area_factor | double_positive | optional |
moment_of_bending_u_factor | double_positive | optional |
moment_of_bending_v_factor | double_positive | optional |
moment_of_inertia_torsion_factor | double_positive | optional |
refs | references | required |
Source |
    <xs:complexType name="section_modification_type">
      <xs:attribute name="refs" type="references" use="required"/>
      <xs:attribute name="axial_area_factor" type="double_positive"/>
      <xs:attribute name="area_shear_u_factor" type="double_positive"/>
      <xs:attribute name="area_shear_v_factor" type="double_positive"/>
      <xs:attribute name="moment_of_inertia_torsion_factor" type="double_positive"/>
      <xs:attribute name="moment_of_bending_u_factor" type="double_positive"/>
      <xs:attribute name="moment_of_bending_v_factor" type="double_positive"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/nodes
Model | modification+
Children | modification
Source |
    <xs:complexType name="node_modifications">
      <xs:sequence>
        <xs:element name="modification" type="node_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | node_modifications/modification
Complex Types | node_modification_deactivate, node_modification_move
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="node_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/members
Model | member+
Children | member
Source |
    <xs:complexType name="member_modifications">
      <xs:sequence>
        <xs:element name="member" type="member_modification_base" minOccurs="1" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).</xs:documentation>
            <xs:documentation xml:lang="en">At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | member_modifications/member
Complex Types | member_modification_creep, member_modification_deactivate, member_modification_material, member_properties_modification, member_section_swap_modification, member_stiffness_modification_partial_factors, member_stiffness_modification_total_stiffness_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="member_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/surfaces
Model | surface+
Children | surface
Source |
    <xs:complexType name="surface_modifications">
      <xs:sequence>
        <xs:element name="surface" type="surface_modification_base" minOccurs="1" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Napřed prohození nového průřezu (swap), modifikace tuhostí jsou zohledněny (průřez napřed prohozen, až poté je zmodifikován).</xs:documentation>
            <xs:documentation xml:lang="en">At first swapping a new cross-section (swap), stiffness modifications are taken into account (the cross-section is swapped and modified afterwards).</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_modifications/surface
Complex Types | surface_modification_creep, surface_modification_deactivate, surface_modification_material, surface_modification_partial_factors, surface_modification_semirigid, surface_modification_stiffness_matrix_factors, surface_modification_total_stiffness_factor, surface_section_swap_modification
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="surface_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/solids
Model | solid+
Children | solid
Source |
    <xs:complexType name="solid_modifications">
      <xs:sequence>
        <xs:element name="solid" type="solid_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | solid_modifications/solid
Complex Types | solid_modification_deactivate, solid_modification_material
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="solid_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type contacts_modification

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/contacts
Model | node_releases* , line_releases* , surface_releases*
Children | line_releases, node_releases, surface_releases
Source |
    <xs:complexType name="contacts_modification">
      <xs:sequence>
        <xs:element name="node_releases" type="node_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="line_releases" type="line_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface_releases" type="surface_release_modification_base" minOccurs="0" maxOccurs="unbounded"/>
        <!--<xs:element name="surface_contacts" type="references_type" minOccurs="0"/>
          <xs:element name="line_connections" type="references_type" minOccurs="0"/>-->
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_release_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | contacts_modification/node_releases
Complex Type | node_release_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:complexType name="node_release_modification_base">
      <xs:attribute name="types" type="references"/>
      <xs:attribute name="ids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | contacts_modification/line_releases
Complex Type | line_release_modification_factor
Model | line_hinge*
Children | line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:complexType name="line_release_modification_base">
      <xs:sequence>
        <xs:element name="line_hinge" type="line_hinge_reference" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="types" type="references"/>
      <xs:attribute name="ids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_reference

Namespace | No namespace
Diagram |
Used by |
Element | line_release_modification_base/line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:complexType name="line_hinge_reference">
      <xs:attribute name="surface" type="reference" use="required"/>
      <xs:attribute name="specific_lines" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | contacts_modification/surface_releases
Complex Type | surface_release_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
types | references | optional |
Source |
    <xs:complexType name="surface_release_modification_base">
      <xs:attribute name="types" type="references"/>
      <xs:attribute name="ids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinge_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/member_hinges
Model | member+
Children | member
Source |
    <xs:complexType name="member_hinge_modifications">
      <xs:sequence>
        <xs:element name="member" type="member_hinge_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinge_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | member_hinge_modifications/member
Complex Types | member_hinge_deactivate, member_hinge_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member_side | member_sides | optional |
refs | references | required |
Source |
    <xs:complexType name="member_hinge_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
      <xs:attribute name="member_side" type="member_sides"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type member_sides

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | START |
enumeration | END |
Used by |
Attribute | member_hinge_modification_base/@member_side
Source |
    <xs:simpleType name="member_sides">
      <xs:restriction base="xs:string">
        <xs:enumeration value="START"/>
        <xs:enumeration value="END"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/line_hinges
Model | hinge+
Children | hinge
Source |
    <xs:complexType name="line_hinge_modifications">
      <xs:sequence>
        <xs:element name="hinge" type="line_hinge_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | line_hinge_modifications/hinge
Complex Type | line_hinge_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:complexType name="line_hinge_modification_base">
      <xs:attribute name="surface" type="reference" use="required"/>
      <xs:attribute name="specific_lines" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/nodal_supports
Model | support+
Children | support
Source |
    <xs:complexType name="nodal_support_modifications">
      <xs:sequence>
        <xs:element name="support" type="nodal_support_modification_factor" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_modification_factor

Namespace | No namespace
Diagram |
Type | extension of nodal_support_modification_base
Type hierarchy | nodal_support_modification_base nodal_support_modification_factor
Used by |
Element | nodal_support_modifications/support
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
specific_nodes | references | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:complexType name="nodal_support_modification_factor">
      <xs:complexContent>
        <xs:extension base="nodal_support_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_y_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_z_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_modification_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | nodal_support_deactivate, nodal_support_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_nodes | references | optional |
Source |
    <xs:complexType name="nodal_support_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
      <xs:attribute name="specific_nodes" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/line_supports
Model | line_support_modification+
Children | line_support_modification
Source |
    <xs:complexType name="line_support_modifications">
      <xs:sequence>
        <xs:element name="line_support_modification" type="line_support_modification_factor" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_modification_factor

Namespace | No namespace
Diagram |
Type | extension of line_support_modification_base
Type hierarchy | line_support_modification_base line_support_modification_factor
Used by |
Element | line_support_modifications/line_support_modification
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
specific_lines | references | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:complexType name="line_support_modification_factor">
      <xs:complexContent>
        <xs:extension base="line_support_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_y_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_z_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_modification_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | line_support_deactivate, line_support_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_lines | references | optional |
Source |
    <xs:complexType name="line_support_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
      <xs:attribute name="specific_lines" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoil_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/member_subsoils
Model | member+
Children | member
Source |
    <xs:complexType name="member_subsoil_modifications">
      <xs:sequence>
        <xs:element name="member" type="member_subsoil_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoil_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | member_subsoil_modifications/member
Complex Types | member_subsoil_deactivate, member_subsoil_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="member_subsoil_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoil_modifications

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/surface_subsoils
Model | surface+
Children | surface
Source |
    <xs:complexType name="surface_subsoil_modifications">
      <xs:sequence>
        <xs:element name="surface" type="surface_subsoil_modification_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoil_modification_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_subsoil_modifications/surface
Complex Types | surface_subsoil_deactivate, surface_subsoil_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="surface_subsoil_modification_base">
      <xs:attribute name="refs" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type deactivation_type

Namespace | No namespace
Diagram |
Used by |
Element | structure_modification_type/deactivation
Model | nonlinearities{0,1} , nodes{0,1} , members{0,1} , surfaces{0,1} , solids{0,1} , contacts{0,1} , nodal_supports{0,1} , line_supports{0,1} , subsoil_on_members{0,1} , subsoil_on_surfaces{0,1} , member_section_physical_properties{0,1} , surface_section_layers{0,1} , surface_section_partial{0,1} , loads*
Children | contacts, line_supports, loads, member_section_physical_properties, members, nodal_supports, nodes, nonlinearities, solids, subsoil_on_members, subsoil_on_surfaces, surface_section_layers, surface_section_partial, surfaces
Source |
    <xs:complexType name="deactivation_type">
      <xs:sequence>
        <xs:element name="nonlinearities" type="deactivate_nonlinearities" minOccurs="0"/>
        <xs:element name="nodes" type="references_type" minOccurs="0"/>
        <xs:element name="members" type="references_type" minOccurs="0"/>
        <xs:element name="surfaces" type="references_type" minOccurs="0"/>
        <xs:element name="solids" type="references_type" minOccurs="0"/>
        <xs:element name="contacts" type="contacts_deactivation" minOccurs="0"/>
        <xs:element name="nodal_supports" type="deactivate_nodal_supports" minOccurs="0"/>
        <xs:element name="line_supports" type="deactivate_line_supports" minOccurs="0"/>
        <xs:element name="subsoil_on_members" type="references_type" minOccurs="0"/>
        <xs:element name="subsoil_on_surfaces" type="references_type" minOccurs="0"/>
        <xs:element name="member_section_physical_properties" type="member_section_physical_properties_deactivate" minOccurs="0"/>
        <xs:element name="surface_section_layers" type="surface_section_layers_deactivation_container" minOccurs="0"/>
        <xs:element name="surface_section_partial" type="surface_section_partial_deactivation_container" minOccurs="0"/>
        <xs:element name="loads" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na id zatížení.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to load id.</xs:documentation>
            </xs:annotation>
            <xs:attribute name="nodal_load" type="references"/>
            <xs:attribute name="line_load" type="references"/>
            <xs:attribute name="member_load" type="references"/>
            <xs:attribute name="surface_load" type="references"/>
            <xs:attribute name="free_load" type="references"/>
            <xs:attribute name="solid_load" type="references"/>
            <xs:attribute name="specific_lc" type="references"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type deactivate_nonlinearities

Namespace | No namespace
Diagram |
Used by |
Elements | deactivation_type/nonlinearities, structure_modification_type/deactivate_nonlinearities
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
contacts | xs:boolean | optional |
line_hinges | xs:boolean | optional |
line_releases | xs:boolean | optional |
line_supports | xs:boolean | optional |
material_nonlinearity_models | xs:boolean | optional |
    Nelze kombinovat s material_nonlinearity_models_for_materials.
    Cannot be used with material_nonlinearity_models_for_materials.
material_nonlinearity_models_for_materials | references | optional |
    Nelze kombinovat s material_nonlinearity_models.
    Cannot be used with material_nonlinearity_models.
member_hinges | xs:boolean | optional |
member_nonlinearities | xs:boolean | optional |
member_subsoils | xs:boolean | optional |
member_types | xs:boolean | optional |
nodal_releases | xs:boolean | optional |
nodal_supports | xs:boolean | optional |
surface_nonlinearity_types | xs:boolean | optional |
    Vypne případné nelineární typy odpozené z surface_nonlinearity_base (surface_type_standard/nonlinearity).
    Deactivates nonlinear types based on surface_nonlinearity_base (surface_type_standard/nonlinearity).
surface_subsoils | xs:boolean | optional |
temperature_dependencies | xs:boolean | optional |
Source |
    <xs:complexType name="deactivate_nonlinearities">
      <xs:attribute name="material_nonlinearity_models" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nelze kombinovat s material_nonlinearity_models_for_materials.</xs:documentation>
          <xs:documentation xml:lang="en">Cannot be used with material_nonlinearity_models_for_materials.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="material_nonlinearity_models_for_materials" type="references">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nelze kombinovat s material_nonlinearity_models.</xs:documentation>
          <xs:documentation xml:lang="en">Cannot be used with material_nonlinearity_models.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="temperature_dependencies" type="xs:boolean"/>
      <xs:attribute name="line_hinges" type="xs:boolean"/>
      <xs:attribute name="line_releases" type="xs:boolean"/>
      <xs:attribute name="member_types" type="xs:boolean"/>
      <xs:attribute name="member_hinges" type="xs:boolean"/>
      <xs:attribute name="member_nonlinearities" type="xs:boolean"/>
      <xs:attribute name="contacts" type="xs:boolean"/>
      <xs:attribute name="nodal_releases" type="xs:boolean"/>
      <xs:attribute name="nodal_supports" type="xs:boolean"/>
      <xs:attribute name="line_supports" type="xs:boolean"/>
      <xs:attribute name="member_subsoils" type="xs:boolean"/>
      <xs:attribute name="surface_subsoils" type="xs:boolean"/>
      <xs:attribute name="surface_nonlinearity_types" type="xs:boolean">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Vypne případné nelineární typy odpozené z surface_nonlinearity_base (surface_type_standard/nonlinearity).</xs:documentation>
          <xs:documentation xml:lang="en">Deactivates nonlinear types based on surface_nonlinearity_base (surface_type_standard/nonlinearity).</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type contacts_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | deactivation_type/contacts
Model | nodal_constraints{0,1} , nodal_releases* , line_releases* , surface_releases{0,1} , surface_contacts{0,1} , line_connections{0,1}
Children | line_connections, line_releases, nodal_constraints, nodal_releases, surface_contacts, surface_releases
Source |
    <xs:complexType name="contacts_deactivation">
      <xs:sequence>
        <xs:element name="nodal_constraints" type="references_type" minOccurs="0"/>
        <xs:element name="nodal_releases" type="nodal_release_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="line_releases" type="line_release_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface_releases" type="surface_release_deactivation" minOccurs="0"/>
        <xs:element name="surface_contacts" type="references_type" minOccurs="0"/>
        <xs:element name="line_connections" type="references_type" minOccurs="0"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_release_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | contacts_deactivation/nodal_releases
Model | types* , ids*
Children | ids, types
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_directions | array_of_directions | optional |
Source |
    <xs:complexType name="nodal_release_deactivation">
      <xs:sequence>
        <xs:element name="types" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="ids" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="specific_directions" type="array_of_directions"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | contacts_deactivation/line_releases
Model | types* , ids* , surface_hinge*
Children | ids, surface_hinge, types
Attributes |
QName | Type | Use |
--- | --- | --- | ---
specific_directions | array_of_directions | optional |
Source |
    <xs:complexType name="line_release_deactivation">
      <xs:sequence>
        <xs:element name="types" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="ids" type="references_type_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface_hinge" type="line_hinge_deactivation" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="specific_directions" type="array_of_directions"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | line_release_deactivation/surface_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
specific_lines | references | optional |
surface | reference | required |
Source |
    <xs:complexType name="line_hinge_deactivation">
      <xs:attribute name="surface" type="reference" use="required"/>
      <xs:attribute name="specific_lines" type="references"/>
      <xs:attribute name="deactivation_type" type="contact_deactivation_type" use="required"/>
      <!--<xs:attribute name ="specific_directions" type="array_of_directions"/>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | contacts_deactivation/surface_releases
Model | types{0,1} , ids{0,1}
Children | ids, types
Source |
    <xs:complexType name="surface_release_deactivation">
      <xs:sequence>
        <xs:element name="types" type="references_type_deactivation" minOccurs="0"/>
        <xs:element name="ids" type="references_type_deactivation" minOccurs="0"/>
      </xs:sequence>
      <!--<xs:attribute name ="specific_directions" type="array_of_directions"/>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type deactivate_nodal_supports

Namespace | No namespace
Diagram |
Used by |
Element | deactivation_type/nodal_supports
Model | support+
Children | support
Source |
    <xs:complexType name="deactivate_nodal_supports">
      <xs:sequence>
        <xs:element name="support" type="nodal_support_deactivate" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_support_deactivate

Namespace | No namespace
Diagram |
Type | extension of nodal_support_modification_base
Type hierarchy | nodal_support_modification_base nodal_support_deactivate
Used by |
Element | deactivate_nodal_supports/support
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
specific_nodes | references | optional |
Source |
    <xs:complexType name="nodal_support_deactivate">
      <xs:complexContent>
        <xs:extension base="nodal_support_modification_base">
          <xs:attribute name="specific_directions" type="array_of_directions"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type deactivate_line_supports

Namespace | No namespace
Diagram |
Used by |
Element | deactivation_type/line_supports
Model | support+
Children | support
Source |
    <xs:complexType name="deactivate_line_supports">
      <xs:sequence>
        <xs:element name="support" type="line_support_deactivate" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_support_deactivate

Namespace | No namespace
Diagram |
Type | extension of line_support_modification_base
Type hierarchy | line_support_modification_base line_support_deactivate
Used by |
Element | deactivate_line_supports/support
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
specific_lines | references | optional |
Source |
    <xs:complexType name="line_support_deactivate">
      <xs:complexContent>
        <xs:extension base="line_support_modification_base">
          <xs:attribute name="specific_directions" type="array_of_directions"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_physical_properties_deactivate

Namespace | No namespace
Annotations |
    Pořadí zohlednění: 1/Vypínání přes section. 2/Modifikace tuhostí etc. 3/Vypínání přes member.
    Order of consideration: 1/Deactivation via section. 2/Stiffness modification etc. 3/Deactivation via member.
Diagram |
Used by |
Element | deactivation_type/member_section_physical_properties
Model | section* , member*
Children | member, section
Source |
    <xs:complexType name="member_section_physical_properties_deactivate">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pořadí zohlednění: 1/Vypínání přes section. 2/Modifikace tuhostí etc. 3/Vypínání přes member.</xs:documentation>
        <xs:documentation xml:lang="en">Order of consideration: 1/Deactivation via section. 2/Stiffness modification etc. 3/Deactivation via member.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="section" type="member_section_physical_properties_deactivate_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="member" type="members_section_physical_properties_deactivate_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_physical_properties_deactivate_type

Namespace | No namespace
Diagram |
Used by |
Element | member_section_physical_properties_deactivate/section
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
ref | reference | required |
surfaces | references | optional |
Source |
    <xs:complexType name="member_section_physical_properties_deactivate_type">
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="nodes" type="references"/>
      <xs:attribute name="lines" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type members_section_physical_properties_deactivate_type

Namespace | No namespace
Diagram |
Used by |
Element | member_section_physical_properties_deactivate/member
Attributes |
QName | Type | Use |
--- | --- | --- | ---
lines | references | optional |
nodes | references | optional |
ref | references | required |
surfaces | references | optional |
Source |
    <xs:complexType name="members_section_physical_properties_deactivate_type">
      <xs:attribute name="ref" type="references" use="required"/>
      <xs:attribute name="nodes" type="references"/>
      <xs:attribute name="lines" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_layers_deactivation_container

Namespace | No namespace
Diagram |
Used by |
Element | deactivation_type/surface_section_layers
Model | section* , surface*
Children | section, surface
Source |
    <xs:complexType name="surface_section_layers_deactivation_container">
      <xs:sequence>
        <xs:element name="section" type="surface_section_layers_deactivation" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface" type="surfaces_section_layers_deactivation" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_layers_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | surface_section_layers_deactivation_container/section
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers | references | required |
ref | reference | required |
Source |
    <xs:complexType name="surface_section_layers_deactivation">
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="layers" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surfaces_section_layers_deactivation

Namespace | No namespace
Diagram |
Used by |
Element | surface_section_layers_deactivation_container/surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers | references | required |
ref | references | required |
Source |
    <xs:complexType name="surfaces_section_layers_deactivation">
      <xs:attribute name="ref" type="references" use="required"/>
      <xs:attribute name="layers" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_partial_deactivation_container

Namespace | No namespace
Diagram |
Used by |
Element | deactivation_type/surface_section_partial
Model | surface*
Children | surface
Attributes |
QName | Type | Use |
--- | --- | --- | ---
without_reference_plane_shift | xs:boolean | optional |
Source |
    <xs:complexType name="surface_section_partial_deactivation_container">
      <xs:sequence>
        <xs:element name="surface" type="surfaces_section_partial_deactivation" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="without_reference_plane_shift" type="xs:boolean" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surfaces_section_partial_deactivation

Namespace | No namespace
Annotations |
    Deaktivace určité části průřezu (zadává se kolik materiálu deaktivovat od horní a spodní strany průřezu).
    Deactivation of a certain surfaces section part (lenght of material to deactivate from the top and bottom face).
Diagram |
Used by |
Element | surface_section_partial_deactivation_container/surface
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bottom | xs:double | optional |
    Myslí se deaktivace na kladné straně lokální osy z.
    This means deactivation on the positive side of the local z-axis.
ref | references | required |
top | xs:double | optional |
    Myslí se deaktivace na záporné straně lokální osy z.
    This means deactivation on the negative side of the local z-axis.
Source |
    <xs:complexType name="surfaces_section_partial_deactivation">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Deaktivace určité části průřezu (zadává se kolik materiálu deaktivovat od horní a spodní strany průřezu).</xs:documentation>
        <xs:documentation xml:lang="en">Deactivation of a certain surfaces section part (lenght of material to deactivate from the top and bottom face).</xs:documentation>
      </xs:annotation>
      <xs:attribute name="ref" type="references" use="required"/>
      <xs:attribute name="top" type="xs:double">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Myslí se deaktivace na záporné straně lokální osy z.</xs:documentation>
          <xs:documentation xml:lang="en">This means deactivation on the negative side of the local z-axis.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="bottom" type="xs:double">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Myslí se deaktivace na kladné straně lokální osy z.</xs:documentation>
          <xs:documentation xml:lang="en">This means deactivation on the positive side of the local z-axis.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type assign_temperature_from_load

Namespace | No namespace
Annotations |
    Převzetí teplot z LC nebo CO pro výpočet tuhostí s teplotním materiálem.
    Assign temperatures from LC or CO for calculation of stiffness with thermal material.
Diagram |
Used by |
Element | structure_modification_type/assign_temperature_from_load
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_case | reference | optional |
load_combination | reference | optional |
Source |
    <xs:complexType name="assign_temperature_from_load">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Převzetí teplot z LC nebo CO pro výpočet tuhostí s teplotním materiálem.</xs:documentation>
        <xs:documentation xml:lang="en">Assign temperatures from LC or CO for calculation of stiffness with thermal material.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="load_case" type="reference" use="optional"/>
      <xs:attribute name="load_combination" type="reference" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_modification_factor

Namespace | No namespace
Diagram |
Type | extension of material_modification_type_base
Type hierarchy | material_modification_type_base material_modification_factor
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_compression | diagram_modification | optional |
    Specifikace modifikace materiálu s diagramem (default=1ST_SEGMENT).
    Material modification specification with diagram (default=1ST_SEGMENT).
diagram_tension | diagram_modification | optional |
    Specifikace modifikace materiálu s diagramem (default=1ST_SEGMENT).
    Material modification specification with diagram (default=1ST_SEGMENT).
factor_for_E_and_G | xs:double | required |
    Faktor pro materiály s diagramem musí být nenulový. Pozor, chování se nastavuje přes diagram_compression a diagram_tension.
    Factor for materials with diagram needs to be nonzero. Be aware, behaviour is defined by diagram_compression and diagram_tension.
refs | references | required |
Source |
    <xs:complexType name="material_modification_factor">
      <xs:complexContent>
        <xs:extension base="material_modification_type_base">
          <xs:attribute name="factor_for_E_and_G" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Faktor pro materiály s diagramem musí být nenulový. Pozor, chování se nastavuje přes diagram_compression a diagram_tension.</xs:documentation>
              <xs:documentation xml:lang="en">Factor for materials with diagram needs to be nonzero. Be aware, behaviour is defined by diagram_compression and diagram_tension.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="diagram_compression" type="diagram_modification">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifikace modifikace materiálu s diagramem (default=1ST_SEGMENT).</xs:documentation>
              <xs:documentation xml:lang="en">Material modification specification with diagram (default=1ST_SEGMENT).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="diagram_tension" type="diagram_modification">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Specifikace modifikace materiálu s diagramem (default=1ST_SEGMENT).</xs:documentation>
              <xs:documentation xml:lang="en">Material modification specification with diagram (default=1ST_SEGMENT).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_modification_creep

Namespace | No namespace
Diagram |
Type | extension of material_modification_type_base
Type hierarchy | material_modification_type_base material_modification_creep
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep_coefficient | xs:double | required |
    Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.
    The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.
refs | references | required |
Source |
    <xs:complexType name="material_modification_creep">
      <xs:complexContent>
        <xs:extension base="material_modification_type_base">
          <xs:attribute name="creep_coefficient" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.</xs:documentation>
              <xs:documentation xml:lang="en">The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_type_swap_modification

Namespace | No namespace
Diagram |
Type | extension of material_modification_type_base
Type hierarchy | material_modification_type_base material_type_swap_modification
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
new_material | reference | required |
    Prohození typu materiálu.
    Swap of material type.
refs | references | required |
Source |
    <xs:complexType name="material_type_swap_modification">
      <xs:complexContent>
        <xs:extension base="material_modification_type_base">
          <xs:attribute name="new_material" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Prohození typu materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Swap of material type.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_modification_deactivate

Namespace | No namespace
Diagram |
Type | extension of node_modification_base
Type hierarchy | node_modification_base node_modification_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="node_modification_deactivate">
      <xs:complexContent>
        <xs:extension base="node_modification_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_modification_move

Namespace | No namespace
Diagram |
Type | extension of node_modification_base
Type hierarchy | node_modification_base node_modification_move
Attributes |
QName | Type | Use |
--- | --- | --- | ---
as_node | reference | required |
refs | references | required |
Source |
    <xs:complexType name="node_modification_move">
      <xs:complexContent>
        <xs:extension base="node_modification_base">
          <xs:attribute name="as_node" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_total_stiffness_factor

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_stiffness_modification_total_stiffness_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
total_stiffness_factor | double_positive | required |
Source |
    <xs:complexType name="member_stiffness_modification_total_stiffness_factor">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <xs:attribute name="total_stiffness_factor" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_modification_creep

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_modification_creep
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep_coefficient | xs:double | required |
    Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.
    The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.
refs | references | required |
Source |
    <xs:complexType name="member_modification_creep">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <xs:attribute name="creep_coefficient" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.</xs:documentation>
              <xs:documentation xml:lang="en">The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_modification_deactivate

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_modification_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="member_modification_deactivate">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_partial_factors

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_stiffness_modification_partial_factors
Model | code{0,1}
Children | code
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
axial_stiffness_factor | double_positive | optional |
bending_stiffness_factor_u | double_positive | optional |
bending_stiffness_factor_v | double_positive | optional |
mass_factor | xs:double | optional |
    Násobící faktor pro výpočet hmoty z vlastní tíhy prutu. Pouze pro modální analýzu.
    Multiplication factor for calculation of mass from the member's own weight. For modal analysis only.
refs | references | required |
shear_stiffness_factor_u | double_positive | optional |
shear_stiffness_factor_v | double_positive | optional |
torsional_stiffness_factor | double_positive | optional |
warping_factor | double_positive | optional |
weight_factor | double_non_negative | optional |
    Násobící faktor pro výpočet zatížení vlastní tíhou prutu. Pouze pro statickou a nelineární stabilitní analýzu.
    Multiplying factor for calculation of the member's own weight. For static and nonlinear stability analysis only.
Source |
    <xs:complexType name="member_stiffness_modification_partial_factors">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <xs:sequence>
            <xs:element name="code" type="member_stiffness_modification_code_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="axial_stiffness_factor" type="double_positive"/>
          <xs:attribute name="bending_stiffness_factor_u" type="double_positive"/>
          <xs:attribute name="bending_stiffness_factor_v" type="double_positive"/>
          <xs:attribute name="shear_stiffness_factor_u" type="double_positive"/>
          <xs:attribute name="shear_stiffness_factor_v" type="double_positive"/>
          <xs:attribute name="torsional_stiffness_factor" type="double_positive"/>
          <xs:attribute name="warping_factor" type="double_positive"/>
          <xs:attribute name="weight_factor" type="double_non_negative">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Násobící faktor pro výpočet zatížení vlastní tíhou prutu. Pouze pro statickou a nelineární stabilitní analýzu.</xs:documentation>
              <xs:documentation xml:lang="en">Multiplying factor for calculation of the member's own weight. For static and nonlinear stability analysis only.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="mass_factor" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Násobící faktor pro výpočet hmoty z vlastní tíhy prutu. Pouze pro modální analýzu.</xs:documentation>
              <xs:documentation xml:lang="en">Multiplication factor for calculation of mass from the member's own weight. For modal analysis only.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_code_base

Namespace | No namespace
Diagram |
Used by |
Element | member_stiffness_modification_partial_factors/code
Complex Types | member_stiffness_modification_code_aisc, member_stiffness_modification_code_csa, member_stiffness_modification_code_gb
Source |
    <xs:complexType name="member_stiffness_modification_code_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_code_aisc

Namespace | No namespace
Annotations |
    Redukce ohybových tuhostí v závislosti na normálové síle.
    Reduction of bending stiffnesses based on the normal force.
Diagram |
Type | extension of member_stiffness_modification_code_base
Type hierarchy | member_stiffness_modification_code_base member_stiffness_modification_code_aisc
Attributes |
QName | Type | Use |
--- | --- | --- | ---
reduction_factor | double_positive | required |
Source |
    <xs:complexType name="member_stiffness_modification_code_aisc">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Redukce ohybových tuhostí v závislosti na normálové síle.</xs:documentation>
        <xs:documentation xml:lang="en">Reduction of bending stiffnesses based on the normal force.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_stiffness_modification_code_base">
          <xs:attribute name="reduction_factor" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_code_csa

Namespace | No namespace
Annotations |
    Redukce zadaných tuhostí v závislosti na normálové síle.
    Reduction given stiffnesses based on the normal force.
Diagram |
Type | extension of member_stiffness_modification_code_base
Type hierarchy | member_stiffness_modification_code_base member_stiffness_modification_code_csa
Attributes |
QName | Type | Use |
--- | --- | --- | ---
axial_stiffness_factor | xs:boolean | required |
bending_stiffness_factor_u | xs:boolean | required |
bending_stiffness_factor_v | xs:boolean | required |
reduction_factor | double_positive | required |
shear_stiffness_factor_u | xs:boolean | required |
shear_stiffness_factor_v | xs:boolean | required |
torsional_stiffness_factor | xs:boolean | required |
Source |
    <xs:complexType name="member_stiffness_modification_code_csa">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Redukce zadaných tuhostí v závislosti na normálové síle.</xs:documentation>
        <xs:documentation xml:lang="en">Reduction given stiffnesses based on the normal force.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_stiffness_modification_code_base">
          <xs:attribute name="axial_stiffness_factor" type="xs:boolean" use="required"/>
          <xs:attribute name="bending_stiffness_factor_u" type="xs:boolean" use="required"/>
          <xs:attribute name="bending_stiffness_factor_v" type="xs:boolean" use="required"/>
          <xs:attribute name="shear_stiffness_factor_u" type="xs:boolean" use="required"/>
          <xs:attribute name="shear_stiffness_factor_v" type="xs:boolean" use="required"/>
          <xs:attribute name="torsional_stiffness_factor" type="xs:boolean" use="required"/>
          <xs:attribute name="reduction_factor" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_stiffness_modification_code_gb

Namespace | No namespace
Annotations |
    Redukce zadaných tuhostí v závislosti na normálové síle.
    Reduction given stiffnesses based on the normal force.
Diagram |
Type | extension of member_stiffness_modification_code_base
Type hierarchy | member_stiffness_modification_code_base member_stiffness_modification_code_gb
Attributes |
QName | Type | Use |
--- | --- | --- | ---
reduction_factor | double_positive | required |
Source |
    <xs:complexType name="member_stiffness_modification_code_gb">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Redukce zadaných tuhostí v závislosti na normálové síle.</xs:documentation>
        <xs:documentation xml:lang="en">Reduction given stiffnesses based on the normal force.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_stiffness_modification_code_base">
          <xs:attribute name="reduction_factor" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_section_swap_modification

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_section_swap_modification
Attributes |
QName | Type | Use |
--- | --- | --- | ---
new_section | reference | required |
refs | references | required |
Source |
    <xs:complexType name="member_section_swap_modification">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <xs:attribute name="new_section" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_properties_modification

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_properties_modification
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
act_in_compresion | xs:boolean | optional |
    Nepovinný atribut, určující zda KABEL působí v tlaku.
    Optional attribute to specify whether the CABLE act in compresion.
refs | references | required |
tendon_prestressing | xs:boolean | optional |
    Dodatečně předpínaný kabel v okamžiku předpínání.
    Pre-stressing phase of post-tensioned tendon.
Source |
    <xs:complexType name="member_properties_modification">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <xs:attribute name="tendon_prestressing" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Dodatečně předpínaný kabel v okamžiku předpínání.</xs:documentation>
              <xs:documentation xml:lang="en">Pre-stressing phase of post-tensioned tendon.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="act_in_compresion" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda KABEL působí v tlaku.</xs:documentation>
              <xs:documentation xml:lang="en">Optional attribute to specify whether the CABLE act in compresion.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_modification_material

Namespace | No namespace
Diagram |
Type | extension of member_modification_base
Type hierarchy | member_modification_base member_modification_material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na nový materiál.
    Reference to a new material.
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_initial_strain_deactivation | xs:boolean | optional |
    Vypne smrštění materiálu, toto zadání ma vyšší prioritu než material_initial_strain.
    Deactivates initial strain material properties, this entry has a higher priority than the material_initial_strain.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter_deactivation | xs:boolean | optional |
    Vypne viskózní vlastnosti materiálu, toto zadání ma vyšší prioritu než material_visco_parameter.
    Deactivates viscous material properties, this entry has a higher priority than the material_visco_parameter.
nodes | references | optional |
refs | references | required |
surfaces | references | optional |
Source |
    <xs:complexType name="member_modification_material">
      <xs:complexContent>
        <xs:extension base="member_modification_base">
          <!--<xs:sequence>
               <xs:annotation>
                <xs:documentation xml:lang="cs">Tyto elementy se používají pro průřez zadaný geometrií.</xs:documentation>
                <xs:documentation xml:lang="en">These elements are used for the cross-section specified by the geometry.</xs:documentation>
              </xs:annotation>
              <xs:element name="nodes" type="physical_nodes" minOccurs="0"/>
              <xs:element name="surfaces" type="physical_surfaces" minOccurs="0"/>
            </xs:sequence>-->
          <xs:attribute name="nodes" type="references"/>
          <xs:attribute name="surfaces" type="references"/>
          <xs:attribute name="material" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na nový materiál.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to a new material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne viskózní vlastnosti materiálu, toto zadání ma vyšší prioritu než material_visco_parameter.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates viscous material properties, this entry has a higher priority than the material_visco_parameter.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne smrštění materiálu, toto zadání ma vyšší prioritu než material_initial_strain.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates initial strain material properties, this entry has a higher priority than the material_initial_strain.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_total_stiffness_factor

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_total_stiffness_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
total_stiffness_factor | double_positive | required |
Source |
    <xs:complexType name="surface_modification_total_stiffness_factor">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="total_stiffness_factor" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_creep

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_creep
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
creep_coefficient | xs:double | required |
    Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.
    The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.
refs | references | required |
Source |
    <xs:complexType name="surface_modification_creep">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="creep_coefficient" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Koeficient dotvarování φ je definován vztahem ε_new = ε_org (1+φ). Pro materiály s diagramem musí koeficient dotvarování musí splňovat φ>-1.</xs:documentation>
              <xs:documentation xml:lang="en">The creep coefficient φ is defined by ε_new = ε_org (1+φ). For materials with a diagram, the creep coefficient must satisfy φ>-1.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_deactivate

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivate | xs:boolean | required |
refs | references | required |
Source |
    <xs:complexType name="surface_modification_deactivate">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="deactivate" type="xs:boolean" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_section_swap_modification

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_section_swap_modification
Attributes |
QName | Type | Use |
--- | --- | --- | ---
new_section | reference | required |
refs | references | required |
Source |
    <xs:complexType name="surface_section_swap_modification">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="new_section" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_partial_factors

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_partial_factors
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
bending_and_torsional_stiffness_factor | double_positive | optional |
eccentric_effects_stiffness_factor | xs:double | optional |
mass_factor | xs:double | optional |
membrane_stiffness_factor | double_positive | optional |
refs | references | required |
shear_coupling_deactivation | xs:boolean | optional |
    Deaktivace smykového spojení vrstev. Pro všechny vrstvy. Přebijí i shear_coupling_switch.
    Deactivation of shear coupling between layers. It has a higher value than shear_coupling_switch.
shear_coupling_switch | xs:boolean | optional |
    Přepínač smykového spojení vrstev. Pro všechny vrstvy.
    Switch of shear coupling between layers.
shear_stiffness_factor | double_positive | optional |
weight_factor | double_non_negative | optional |
Source |
    <xs:complexType name="surface_modification_partial_factors">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="bending_and_torsional_stiffness_factor" type="double_positive"/>
          <xs:attribute name="shear_stiffness_factor" type="double_positive"/>
          <xs:attribute name="membrane_stiffness_factor" type="double_positive"/>
          <xs:attribute name="eccentric_effects_stiffness_factor" type="xs:double"/>
          <xs:attribute name="weight_factor" type="double_non_negative"/>
          <xs:attribute name="mass_factor" type="xs:double"/>
          <xs:attribute name="shear_coupling_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Deaktivace smykového spojení vrstev. Pro všechny vrstvy. Přebijí i shear_coupling_switch.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivation of shear coupling between layers. It has a higher value than shear_coupling_switch.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="shear_coupling_switch" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Přepínač smykového spojení vrstev. Pro všechny vrstvy.</xs:documentation>
              <xs:documentation xml:lang="en">Switch of shear coupling between layers.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_material

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
layers | references | optional |
material | reference | optional |
    Odkaz na nový materiál.
    Reference to a new material.
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_initial_strain_deactivation | xs:boolean | optional |
    Vypne smrštění materiálu, zadání u průřezu ma vyšší prioritu než material_initial_strain.
    Deactivates initial strain material properties, the entry for the cross-section has a higher priority than for the material_initial_strain.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter_deactivation | xs:boolean | optional |
    Vypne viskózní vlastnosti materiálu, zadání u průřezu ma vyšší prioritu než material_visco_parameter.
    Deactivates viscous material properties, the entry for the cross-section has a higher priority than for the material_visco_parameter.
refs | references | required |
Source |
    <xs:complexType name="surface_modification_material">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="layers" type="references"/>
          <xs:attribute name="material" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na nový materiál.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to a new material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne viskózní vlastnosti materiálu, zadání u průřezu ma vyšší prioritu než material_visco_parameter.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates viscous material properties, the entry for the cross-section has a higher priority than for the material_visco_parameter.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne smrštění materiálu, zadání u průřezu ma vyšší prioritu než material_initial_strain.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates initial strain material properties, the entry for the cross-section has a higher priority than for the material_initial_strain.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_stiffness_matrix_factors

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_stiffness_matrix_factors
Attributes |
QName | Type | Use |
--- | --- | --- | ---
k11 | double_positive | optional |
k12 | xs:double | optional |
k13 | xs:double | optional |
k16 | xs:double | optional |
k17 | xs:double | optional |
k18 | xs:double | optional |
k22 | double_positive | optional |
k23 | xs:double | optional |
k27 | xs:double | optional |
k28 | xs:double | optional |
k33 | double_positive | optional |
k38 | xs:double | optional |
k44 | double_positive | optional |
k45 | xs:double | optional |
k55 | double_positive | optional |
k66 | double_positive | optional |
k67 | xs:double | optional |
k68 | xs:double | optional |
k77 | double_positive | optional |
k78 | xs:double | optional |
k88 | double_positive | optional |
mass_factor | xs:double | optional |
refs | references | required |
weight_factor | double_non_negative | optional |
Source |
    <xs:complexType name="surface_modification_stiffness_matrix_factors">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="k11" type="double_positive"/>
          <xs:attribute name="k12" type="xs:double"/>
          <xs:attribute name="k13" type="xs:double"/>
          <xs:attribute name="k22" type="double_positive"/>
          <xs:attribute name="k23" type="xs:double"/>
          <xs:attribute name="k33" type="double_positive"/>
          <xs:attribute name="k44" type="double_positive"/>
          <xs:attribute name="k45" type="xs:double"/>
          <xs:attribute name="k55" type="double_positive"/>
          <xs:attribute name="k66" type="double_positive"/>
          <xs:attribute name="k67" type="xs:double"/>
          <xs:attribute name="k68" type="xs:double"/>
          <xs:attribute name="k77" type="double_positive"/>
          <xs:attribute name="k78" type="xs:double"/>
          <xs:attribute name="k88" type="double_positive"/>
          <xs:attribute name="k16" type="xs:double"/>
          <xs:attribute name="k17" type="xs:double"/>
          <xs:attribute name="k18" type="xs:double"/>
          <xs:attribute name="k27" type="xs:double"/>
          <xs:attribute name="k28" type="xs:double"/>
          <xs:attribute name="k38" type="xs:double"/>
          <xs:attribute name="weight_factor" type="double_non_negative"/>
          <xs:attribute name="mass_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_modification_semirigid

Namespace | No namespace
Diagram |
Type | extension of surface_modification_base
Type hierarchy | surface_modification_base surface_modification_semirigid
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
type | semirigid_type | required |
Source |
    <xs:complexType name="surface_modification_semirigid">
      <xs:complexContent>
        <xs:extension base="surface_modification_base">
          <xs:attribute name="type" type="semirigid_type" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_modification_deactivate

Namespace | No namespace
Diagram |
Type | extension of solid_modification_base
Type hierarchy | solid_modification_base solid_modification_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="solid_modification_deactivate">
      <xs:complexContent>
        <xs:extension base="solid_modification_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_modification_material

Namespace | No namespace
Diagram |
Type | extension of solid_modification_base
Type hierarchy | solid_modification_base solid_modification_material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
material | reference | optional |
    Odkaz na nový materiál.
    Reference to a new material.
material_initial_strain | reference | optional |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
material_initial_strain_deactivation | xs:boolean | optional |
    Vypne smrštění materiálu, toto zadání ma vyšší prioritu než material_initial_strain.
    Deactivates initial strain material properties, this entry has a higher priority than the material_initial_strain.
material_visco_parameter | reference | optional |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
material_visco_parameter_deactivation | xs:boolean | optional |
    Vypne viskózní vlastnosti materiálu, toto zadání ma vyšší prioritu než material_visco_parameter.
    Deactivates viscous material properties, this entry has a higher priority than the material_visco_parameter.
refs | references | required |
Source |
    <xs:complexType name="solid_modification_material">
      <xs:complexContent>
        <xs:extension base="solid_modification_base">
          <xs:attribute name="material" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na nový materiál.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to a new material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_visco_parameter_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne viskózní vlastnosti materiálu, toto zadání ma vyšší prioritu než material_visco_parameter.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates viscous material properties, this entry has a higher priority than the material_visco_parameter.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="material_initial_strain_deactivation" type="xs:boolean">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vypne smrštění materiálu, toto zadání ma vyšší prioritu než material_initial_strain.</xs:documentation>
              <xs:documentation xml:lang="en">Deactivates initial strain material properties, this entry has a higher priority than the material_initial_strain.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_release_modification_factor

Namespace | No namespace
Diagram |
Type | extension of surface_release_modification_base
Type hierarchy | surface_release_modification_base surface_release_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
types | references | optional |
Source |
    <xs:complexType name="surface_release_modification_factor">
      <xs:complexContent>
        <xs:extension base="surface_release_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_release_modification_factor

Namespace | No namespace
Diagram |
Type | extension of line_release_modification_base
Type hierarchy | line_release_modification_base line_release_modification_factor
Model | line_hinge*
Children | line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
rotation_phi_x_factor | xs:double | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
types | references | optional |
Source |
    <xs:complexType name="line_release_modification_factor">
      <xs:complexContent>
        <xs:extension base="line_release_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinge_deactivate

Namespace | No namespace
Diagram |
Type | extension of member_hinge_modification_base
Type hierarchy | member_hinge_modification_base member_hinge_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deactivation_type | contact_deactivation_type | required |
member_side | member_sides | optional |
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:complexType name="member_hinge_deactivate">
      <xs:complexContent>
        <xs:extension base="member_hinge_modification_base">
          <xs:attribute name="deactivation_type" type="contact_deactivation_type" use="required"/>
          <xs:attribute name="specific_directions" type="array_of_directions"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_hinge_modification_factor

Namespace | No namespace
Diagram |
Type | extension of member_hinge_modification_base
Type hierarchy | member_hinge_modification_base member_hinge_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member_side | member_sides | optional |
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
warping_factor | xs:double | optional |
Source |
    <xs:complexType name="member_hinge_modification_factor">
      <xs:complexContent>
        <xs:extension base="member_hinge_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_y_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_z_factor" type="xs:double"/>
          <xs:attribute name="warping_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node_release_modification_factor

Namespace | No namespace
Diagram |
Type | extension of node_release_modification_base
Type hierarchy | node_release_modification_base node_release_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ids | references | optional |
rotation_phi_x_factor | xs:double | optional |
rotation_phi_y_factor | xs:double | optional |
rotation_phi_z_factor | xs:double | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
types | references | optional |
warping_factor | xs:double | optional |
Source |
    <xs:complexType name="node_release_modification_factor">
      <xs:complexContent>
        <xs:extension base="node_release_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_y_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_z_factor" type="xs:double"/>
          <xs:attribute name="warping_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_hinge_modification_factor

Namespace | No namespace
Diagram |
Type | extension of line_hinge_modification_base
Type hierarchy | line_hinge_modification_base line_hinge_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
rotation_phi_x_factor | xs:double | optional |
specific_lines | references | optional |
surface | reference | required |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:complexType name="line_hinge_modification_factor">
      <xs:complexContent>
        <xs:extension base="line_hinge_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoil_deactivate

Namespace | No namespace
Diagram |
Type | extension of member_subsoil_modification_base
Type hierarchy | member_subsoil_modification_base member_subsoil_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="member_subsoil_deactivate">
      <xs:complexContent>
        <xs:extension base="member_subsoil_modification_base">
          <!--<xs:attribute name ="specific_directions" type="array_of_directions"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_subsoil_modification_factor

Namespace | No namespace
Diagram |
Type | extension of member_subsoil_modification_base
Type hierarchy | member_subsoil_modification_base member_subsoil_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
rotation_phi_x_factor | xs:double | optional |
shear_x_factor | xs:double | optional |
shear_y_factor | xs:double | optional |
shear_z_factor | xs:double | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:complexType name="member_subsoil_modification_factor">
      <xs:complexContent>
        <xs:extension base="member_subsoil_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="shear_x_factor" type="xs:double"/>
          <xs:attribute name="shear_y_factor" type="xs:double"/>
          <xs:attribute name="shear_z_factor" type="xs:double"/>
          <xs:attribute name="rotation_phi_x_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoil_deactivate

Namespace | No namespace
Diagram |
Type | extension of surface_subsoil_modification_base
Type hierarchy | surface_subsoil_modification_base surface_subsoil_deactivate
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
Source |
    <xs:complexType name="surface_subsoil_deactivate">
      <xs:complexContent>
        <xs:extension base="surface_subsoil_modification_base">
          <!--<xs:attribute name ="specific_directions" type="array_of_directions"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_subsoil_modification_factor

Namespace | No namespace
Diagram |
Type | extension of surface_subsoil_modification_base
Type hierarchy | surface_subsoil_modification_base surface_subsoil_modification_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
shear_xz_factor | xs:double | optional |
shear_yz_factor | xs:double | optional |
translation_x_factor | xs:double | optional |
translation_y_factor | xs:double | optional |
translation_z_factor | xs:double | optional |
Source |
    <xs:complexType name="surface_subsoil_modification_factor">
      <xs:complexContent>
        <xs:extension base="surface_subsoil_modification_base">
          <xs:attribute name="translation_x_factor" type="xs:double"/>
          <xs:attribute name="translation_y_factor" type="xs:double"/>
          <xs:attribute name="translation_z_factor" type="xs:double"/>
          <xs:attribute name="shear_xz_factor" type="xs:double"/>
          <xs:attribute name="shear_yz_factor" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_case

Namespace | No namespace
Diagram |
Used by |
Elements | solver_input/loading/load_case, solver_input/loading/moving_load_set
Model | own_load* , nodal_load* , line_load* , member_load* , surface_load* , free_load* , solid_load*
Children | free_load, line_load, member_load, nodal_load, own_load, solid_load, surface_load
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="load_case">
      <xs:sequence>
        <xs:element name="own_load" type="own_load_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="nodal_load" type="nodal_load_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="line_load" type="line_load_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="member_load" type="member_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface_load" type="surface_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="free_load" type="free_load" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="solid_load" type="solid_load_base_all" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type own_load_base

Namespace | No namespace
Diagram |
Used by |
Element | load_case/own_load
Model | selected_entities_only{0,1}
Children | selected_entities_only
Attributes |
QName | Type | Use |
--- | --- | --- | ---
a_x | xs:double | optional |
a_y | xs:double | optional |
a_z | xs:double | optional |
id | id | optional |
Source |
    <xs:complexType name="own_load_base">
      <xs:sequence>
        <xs:element name="selected_entities_only" type="own_load_specific_entities" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Slouží pro zatížení pouze explicitně vypsaných entit. Absence tohoto elementu vede k zatížení všech prvků.</xs:documentation>
            <xs:documentation xml:lang="en">It serves for the loading of explicitly listed entities. Absence of this element leads to the loading of all entities.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="a_x" type="xs:double"/>
      <xs:attribute name="a_y" type="xs:double"/>
      <xs:attribute name="a_z" type="xs:double"/>
      <xs:attribute name="id" type="id" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type own_load_specific_entities

Namespace | No namespace
Diagram |
Used by |
Element | own_load_base/selected_entities_only
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="own_load_specific_entities">
      <xs:attribute name="members" type="references" use="optional"/>
      <xs:attribute name="surfaces" type="references" use="optional"/>
      <xs:attribute name="solids" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_load_base

Namespace | No namespace
Diagram |
Used by |
Element | load_case/nodal_load
Complex Types | nodal_deformation, nodal_force_moment, nodal_mass, nodal_multiphysics
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_load_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_load_base

Namespace | No namespace
Diagram |
Used by |
Element | load_case/line_load
Complex Types | line_deformation, line_force_moment, line_mass, line_multiphysics
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_load_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="lines" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_base_all

Namespace | No namespace
Diagram |
Used by |
Element | load_case/member_load
Complex Types | member_load_base, member_load_ff_base
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_load_base_all">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_base_all

Namespace | No namespace
Diagram |
Used by |
Element | load_case/surface_load
Complex Types | surface_load_base, surface_load_ff_base
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_load_base_all">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type free_load

Namespace | No namespace
Diagram |
Type | extension of free_load_base
Type hierarchy | free_load_base free_load
Used by |
Elements | load_case/free_load, permanent_actions_2d/loads
Model | concentrated_local_force_moment* , concentrated_force_moment* , line_force_local_uniform* , line_force_local_linear* , line_force_local_variable* , line_force_uniform* , line_force_linear* , line_force_variable* , rectangular_force_local_uniform* , rectangular_force_local_linear* , rectangular_force_local_variable* , rectangular_force_uniform* , rectangular_force_linear* , rectangular_force_variable* , circular_force_local_uniform* , circular_force_local_linear* , circular_force_uniform* , circular_force_linear* , polygon_force_local_uniform* , polygon_force_uniform* , polygon_force_local_linear_3nodes* , polygon_force_linear_3nodes* , polygon_force_local_linear_in* , polygon_force_linear_in*
Children | circular_force_linear, circular_force_local_linear, circular_force_local_uniform, circular_force_uniform, concentrated_force_moment, concentrated_local_force_moment, line_force_linear, line_force_local_linear, line_force_local_uniform, line_force_local_variable, line_force_uniform, line_force_variable, polygon_force_linear_3nodes, polygon_force_linear_in, polygon_force_local_linear_3nodes, polygon_force_local_linear_in, polygon_force_local_uniform, polygon_force_uniform, rectangular_force_linear, rectangular_force_local_linear, rectangular_force_local_uniform, rectangular_force_local_variable, rectangular_force_uniform, rectangular_force_variable
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="free_load">
      <xs:complexContent>
        <xs:extension base="free_load_base">
          <xs:sequence>
            <xs:element name="concentrated_local_force_moment" type="concentrated_local_force_moment_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_force_moment" type="concentrated_force_moment_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_local_uniform" type="line_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_local_linear" type="line_local_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_local_variable" type="line_local_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_uniform" type="line_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_linear" type="line_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="line_force_variable" type="line_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_local_uniform" type="polygon_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_local_linear" type="polygon_local_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_local_variable" type="rectangular_local_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_uniform" type="polygon_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_linear" type="polygon_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="rectangular_force_variable" type="rectangular_force_variable_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="circular_force_local_uniform" type="circular_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="circular_force_local_linear" type="circular_local_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="circular_force_uniform" type="circular_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="circular_force_linear" type="circular_force_linear_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_local_uniform" type="polygon_local_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_uniform" type="polygon_force_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_local_linear_3nodes" type="polygon_local_force_linear_3nodes_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_linear_3nodes" type="polygon_force_linear_3nodes_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_local_linear_in" type="polygon_local_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="polygon_force_linear_in" type="polygon_force_linear_in_type" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type free_load_base

Namespace | No namespace
Diagram |
Used by |
Complex Type | free_load
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="free_load_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="surfaces" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type concentrated_local_force_moment_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/concentrated_local_force_moment
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="concentrated_local_force_moment_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type concentrated_force_moment_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/concentrated_force_moment
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="concentrated_force_moment_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_local_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_local_uniform
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="line_local_force_uniform_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_local_force_linear_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_local_linear
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:complexType name="line_local_force_linear_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_local_force_variable_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_local_variable
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="line_local_force_variable_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_uniform
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="line_force_uniform_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_force_linear_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_linear
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="line_force_linear_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_force_variable_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/line_force_variable
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="line_force_variable_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_local_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Elements | free_load/polygon_force_local_uniform, free_load/rectangular_force_local_uniform
Complex Type | rectangular_local_force_variable_type
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="polygon_local_force_uniform_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_local_force_linear_in_type

Namespace | No namespace
Diagram |
Used by |
Elements | free_load/polygon_force_local_linear_in, free_load/rectangular_force_local_linear
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="polygon_local_force_linear_in_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rectangular_local_force_variable_type

Namespace | No namespace
Diagram |
Type | extension of polygon_local_force_uniform_type
Type hierarchy | polygon_local_force_uniform_type rectangular_local_force_variable_type
Used by |
Element | free_load/rectangular_force_local_variable
Model | plane , varying_load_in_z{0,1} , varying_load_along_perimeter{0,1}
Children | plane, varying_load_along_perimeter, varying_load_in_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="rectangular_local_force_variable_type">
      <xs:complexContent>
        <xs:extension base="polygon_local_force_uniform_type">
          <xs:sequence>
            <xs:element name="varying_load_in_z" type="varying_load_in_z_base" minOccurs="0"/>
            <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type varying_load_in_z_base

Namespace | No namespace
Diagram |
Used by |
Elements | rectangular_force_variable_type/varying_load_in_z, rectangular_local_force_variable_type/varying_load_in_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
z | array_of_double | required |
Source |
    <xs:complexType name="varying_load_in_z_base">
      <xs:attribute name="z" type="array_of_double" use="required"/>
      <!--od nejvyšší z-ové souřadnice po nejnižší-->
      <xs:attribute name="coefficient_z" type="array_of_double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type varying_load_along_perimeter_base

Namespace | No namespace
Diagram |
Used by |
Elements | rectangular_force_variable_type/varying_load_along_perimeter, rectangular_local_force_variable_type/varying_load_along_perimeter, surface_load_variable_local_type/varying_load_along_perimeter, surface_load_variable_type/varying_load_along_perimeter
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alfa | array_of_double | required |
coefficient_alfa | array_of_double | required |
start_angle | xs:double | required |
Source |
    <xs:complexType name="varying_load_along_perimeter_base">
      <xs:sequence>
        <xs:element name="axisnode1" type="point_3d"/>
        <xs:element name="axisnode2" type="point_3d"/>
      </xs:sequence>
      <xs:attribute name="start_angle" type="xs:double" use="required"/>
      <xs:attribute name="alfa" type="array_of_double" use="required"/>
      <xs:attribute name="coefficient_alfa" type="array_of_double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Elements | free_load/polygon_force_uniform, free_load/rectangular_force_uniform
Complex Type | rectangular_force_variable_type
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="polygon_force_uniform_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_force_linear_in_type

Namespace | No namespace
Diagram |
Used by |
Elements | free_load/polygon_force_linear_in, free_load/rectangular_force_linear
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
    Odkaz na číslo uzlu v elementu Plane
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="polygon_force_linear_in_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="nodes" type="references" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na číslo uzlu v elementu Plane</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rectangular_force_variable_type

Namespace | No namespace
Diagram |
Type | extension of polygon_force_uniform_type
Type hierarchy | polygon_force_uniform_type rectangular_force_variable_type
Used by |
Element | free_load/rectangular_force_variable
Model | rotation{0,1} , plane , varying_load_in_z{0,1} , varying_load_along_perimeter{0,1}
Children | plane, rotation, varying_load_along_perimeter, varying_load_in_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="rectangular_force_variable_type">
      <xs:complexContent>
        <xs:extension base="polygon_force_uniform_type">
          <xs:sequence>
            <xs:element name="varying_load_in_z" type="varying_load_in_z_base" minOccurs="0"/>
            <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type circular_local_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/circular_force_local_uniform
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
radius | xs:double | required |
value | xs:double | required |
Source |
    <xs:complexType name="circular_local_force_uniform_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="radius" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type circular_local_force_linear_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/circular_force_local_linear
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
radius | xs:double | required |
value_center | xs:double | required |
value_rim | xs:double | required |
Source |
    <xs:complexType name="circular_local_force_linear_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value_center" type="xs:double" use="required"/>
      <xs:attribute name="value_rim" type="xs:double" use="required"/>
      <xs:attribute name="radius" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type circular_force_uniform_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/circular_force_uniform
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
radius | xs:double | required |
value | xs:double | required |
Source |
    <xs:complexType name="circular_force_uniform_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="radius" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type circular_force_linear_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/circular_force_linear
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
radius | xs:double | required |
value_center | xs:double | required |
value_rim | xs:double | required |
Source |
    <xs:complexType name="circular_force_linear_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="value_center" type="xs:double" use="required"/>
      <xs:attribute name="value_rim" type="xs:double" use="required"/>
      <xs:attribute name="radius" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_local_force_linear_3nodes_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/polygon_force_local_linear_3nodes
Model | plane
Children | plane
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="polygon_local_force_linear_3nodes_type">
      <xs:sequence>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type polygon_force_linear_3nodes_type

Namespace | No namespace
Diagram |
Used by |
Element | free_load/polygon_force_linear_3nodes
Model | rotation{0,1} , plane
Children | plane, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="polygon_force_linear_3nodes_type">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="plane" type="projection_plane_base"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_base_all

Namespace | No namespace
Diagram |
Used by |
Element | load_case/solid_load
Complex Types | solid_load_base, solid_load_ff_base
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="solid_load_base_all">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_mass

Namespace | No namespace
Diagram |
Type | extension of nodal_load_base
Type hierarchy | nodal_load_base nodal_mass
Model | mass+
Children | mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_mass">
      <xs:complexContent>
        <xs:extension base="nodal_load_base">
          <xs:sequence>
            <xs:element name="mass" type="nodal_load_mass_base" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_load_mass_base

Namespace | No namespace
Diagram |
Used by |
Element | nodal_mass/mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="nodal_load_mass_base">
      <xs:attribute name="direction" type="mass_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_force_moment

Namespace | No namespace
Diagram |
Type | extension of nodal_load_base
Type hierarchy | nodal_load_base nodal_force_moment
Model | rotation{0,1} , eccentricity{0,1} , varying_load_in_direction{0,1} , force* , moment*
Children | eccentricity, force, moment, rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_force_moment">
      <xs:complexContent>
        <xs:extension base="nodal_load_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
            <xs:element name="eccentricity" type="eccentricity_3d" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Slouží pouze k lineárnímu přepočtu síly na moment před výpočtem (M=e*F).</xs:documentation>
                <xs:documentation xml:lang="en">It is only used for linear convertion of the force to the moment before the actual calculation (M=e*F).</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:sequence>
              <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
            </xs:sequence>
            <xs:element name="force" type="nodal_load_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="moment" type="nodal_load_moment" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type varying_load_in_direction_type

Namespace | No namespace
Diagram |
Used by |
Elements | member_load_concentrated_force/varying_load_in_direction, member_load_concentrated_local_force/varying_load_in_direction, member_load_concentrated_local_moment/varying_load_in_direction, member_load_concentrated_moment/varying_load_in_direction, member_load_uniform_force/varying_load_in_direction, member_load_uniform_local_force/varying_load_in_direction, member_load_uniform_local_moment/varying_load_in_direction, member_load_uniform_moment/varying_load_in_direction, member_load_variable_force/varying_load_in_direction, member_load_variable_local_force/varying_load_in_direction, member_load_variable_local_moment/varying_load_in_direction, member_load_variable_moment/varying_load_in_direction, nodal_force_moment/varying_load_in_direction
Model | coordinate_system{0,1}
Children | coordinate_system
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
    Od nejvyšší souřadnice po nejnižší.  Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!
    From the highest coordinate to the lowest.
varying_direction | translation_direction | required |
Source |
    <xs:complexType name="varying_load_in_direction_type">
      <xs:sequence>
        <xs:element name="coordinate_system" type="rotation_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Zatím nezapracováno. Pouze v globálních osách XYZ. Dle požadavku možno doplnit v budoucnu.</xs:documentation>
            <xs:documentation xml:lang="en">Not implemented.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="coordinate" type="array_of_double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Od nejvyšší souřadnice po nejnižší. Do budoucna upravit při čtení(nebude vyžadováno) - po přechodu na vyšší obecnost - udělat kontrolu!!!</xs:documentation>
          <xs:documentation xml:lang="en">From the highest coordinate to the lowest.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="coefficient" type="array_of_double" use="required"/>
      <xs:attribute name="varying_direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_load_force

Namespace | No namespace
Diagram |
Used by |
Element | nodal_force_moment/force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="nodal_load_force">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_load_moment

Namespace | No namespace
Diagram |
Used by |
Element | nodal_force_moment/moment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="nodal_load_moment">
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_base

Namespace | No namespace
Diagram |
Type | extension of member_load_base_all
Type hierarchy | member_load_base_all member_load_base
Used by |
Complex Types | member_force_moment, member_mass, member_rotary_motion, member_rotation, member_strain, member_temperature
Element | permanent_actions_1d/loads
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_load_base">
      <xs:complexContent>
        <xs:extension base="member_load_base_all">
          <xs:attribute name="members" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_ff_base

Namespace | No namespace
Diagram |
Type | extension of member_load_base_all
Type hierarchy | member_load_base_all member_load_ff_base
Used by |
Complex Type | member_form_finding
Model | member_set+
Children | member_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_load_ff_base">
      <xs:complexContent>
        <xs:extension base="member_load_base_all">
          <xs:sequence>
            <xs:element name="member_set" type="member_set_type" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_set_type

Namespace | No namespace
Annotations |
    Požadavek bude splněn v rámci definované sady prutů.
    The requirement will be fulfilled within defined member set.
Diagram |
Used by |
Element | member_load_ff_base/member_set
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
members | references | required |
    Seznam prutů pro splnění požadavku.
    List of members to fulfill the requirement.
Source |
    <xs:complexType name="member_set_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Požadavek bude splněn v rámci definované sady prutů.</xs:documentation>
        <xs:documentation xml:lang="en">The requirement will be fulfilled within defined member set.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="members" type="references" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Seznam prutů pro splnění požadavku.</xs:documentation>
          <xs:documentation xml:lang="en">List of members to fulfill the requirement.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_force_moment

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_force_moment
Model | eccentricity{0,1} , eccentricity_start{0,1} , eccentricity_end{0,1} , uniform_force* , uniform_local_force* , concentrated_force* , concentrated_local_force* , variable_force* , variable_local_force* , varying_in_z_force* , varying_in_z_local_force* , uniform_moment* , uniform_local_moment* , concentrated_moment* , concentrated_local_moment* , variable_moment* , variable_local_moment* , initial_prestress*
Children | concentrated_force, concentrated_local_force, concentrated_local_moment, concentrated_moment, eccentricity, eccentricity_end, eccentricity_start, initial_prestress, uniform_force, uniform_local_force, uniform_local_moment, uniform_moment, variable_force, variable_local_force, variable_local_moment, variable_moment, varying_in_z_force, varying_in_z_local_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_force_moment">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <xs:element name="eccentricity" type="eccentricity_2d_system" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Defaultní hodnota: lokální. Při globálním zadání excentricity vzniká přídavný moment. Při lokálním zadání jde zatížení na excentricitě do solvru.</xs:documentation>
                <xs:documentation xml:lang="en">Default value: local. When entering the global eccentricity, an additional moment is created. With local input, the load on the eccentricity goes to the solver.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <!--TODO jednotlive elemnty odstranit!!-->
            <xs:element name="eccentricity_start" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
                <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="eccentricity_end" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
                <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="uniform_force" type="member_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_force" type="member_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_force" type="member_load_concentrated_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local_force" type="member_load_concentrated_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_force" type="member_load_variable_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local_force" type="member_load_variable_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="varying_in_z_force" type="member_load_varying_in_z_force" minOccurs="0" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
                <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="varying_in_z_local_force" type="member_load_varying_in_z_local_force" minOccurs="0" maxOccurs="unbounded">
              <xs:annotation>
                <xs:documentation xml:lang="cs">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
                <xs:documentation xml:lang="en">TODO REMOVE. Nahradit elementem u zatížení !!!</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="uniform_moment" type="member_load_uniform_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_moment" type="member_load_uniform_local_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_moment" type="member_load_concentrated_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local_moment" type="member_load_concentrated_local_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_moment" type="member_load_variable_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local_moment" type="member_load_variable_local_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="initial_prestress" type="member_load_initial_prestress" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/uniform_force, member_force_moment/uniform_force
Complex Type | member_load_varying_in_z_force
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_local_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/uniform_local_force, member_force_moment/uniform_local_force
Complex Type | member_load_varying_in_z_local_force
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_local_force">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/concentrated_force, member_force_moment/concentrated_force
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_local_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/concentrated_local_force, member_force_moment/concentrated_local_force
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_local_force">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/variable_force, member_force_moment/variable_force
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_local_force

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/variable_local_force, member_force_moment/variable_local_force
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_local_force">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_varying_in_z_force

Namespace | No namespace
Diagram |
Type | extension of member_load_uniform_force
Type hierarchy | member_load_uniform_force member_load_varying_in_z_force
Used by |
Element | member_force_moment/varying_in_z_force
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
z | array_of_double | required |
Source |
    <xs:complexType name="member_load_varying_in_z_force">
      <xs:complexContent>
        <xs:extension base="member_load_uniform_force">
          <xs:attribute name="z" type="array_of_double" use="required"/>
          <!--od nejvyšší z-ové souřadnice po nejnižší-->
          <xs:attribute name="coefficient_z" type="array_of_double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_varying_in_z_local_force

Namespace | No namespace
Diagram |
Type | extension of member_load_uniform_local_force
Type hierarchy | member_load_uniform_local_force member_load_varying_in_z_local_force
Used by |
Element | member_force_moment/varying_in_z_local_force
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient_z | array_of_double | required |
direction | translation_direction | required |
value | xs:double | required |
z | array_of_double | required |
Source |
    <xs:complexType name="member_load_varying_in_z_local_force">
      <xs:complexContent>
        <xs:extension base="member_load_uniform_local_force">
          <xs:attribute name="z" type="array_of_double" use="required"/>
          <!--od nejvyšší z-ové souřadnice po nejnižší-->
          <xs:attribute name="coefficient_z" type="array_of_double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/uniform_moment, member_force_moment/uniform_moment
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_moment">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_local_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/uniform_local_moment, member_force_moment/uniform_local_moment
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_local_moment">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/concentrated_moment, member_force_moment/concentrated_moment
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_moment">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_local_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/concentrated_local_moment, member_force_moment/concentrated_local_moment
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_local_moment">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/variable_moment, member_force_moment/variable_moment
Model | rotation{0,1} , varying_load_in_direction{0,1}
Children | rotation, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_moment">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_local_moment

Namespace | No namespace
Diagram |
Used by |
Elements | line_force_moment/variable_local_moment, member_force_moment/variable_local_moment
Model | varying_load_in_direction{0,1}
Children | varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | rotation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_local_moment">
      <xs:sequence>
        <xs:element name="varying_load_in_direction" type="varying_load_in_direction_type" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="rotation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_initial_prestress

Namespace | No namespace
Diagram |
Used by |
Element | member_force_moment/initial_prestress
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_initial_prestress">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_temperature

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_temperature
Model | uniform* , variable*
Children | uniform, variable
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_temperature">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <xs:element name="uniform" type="member_load_uniform_temperature" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable" type="member_load_variable_temperature" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_temperature

Namespace | No namespace
Diagram |
Used by |
Element | member_temperature/uniform
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | xs:double | optional |
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_temperature">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="deltaT" type="xs:double"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_temperature

Namespace | No namespace
Diagram |
Used by |
Element | member_temperature/variable
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_temperature">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="deltaT" type="array_of_double"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_strain

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_strain
Model | absolute_value* , uniform_local* , uniform_bourdon_effect* , uniform* , concentrated_local* , concentrated* , variable_local* , variable_bourdon_effect* , variable*
Children | absolute_value, concentrated, concentrated_local, uniform, uniform_bourdon_effect, uniform_local, variable, variable_bourdon_effect, variable_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_strain">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <!--ruzné typy vložení do jednoho? AXIAL STRAIN -concetrate // AXIAL strain - (abs)-vrací celkove protazeni delL aby bylo stejne muselo by se podelit L oddeleno 1 typ-->
            <xs:element name="absolute_value" type="member_load_local_strain_absolut" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local" type="member_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_bourdon_effect" type="member_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform" type="member_load_uniform_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local" type="member_load_concentrated_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated" type="member_load_concentrated_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local" type="member_load_variable_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_bourdon_effect" type="member_load_variable_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable" type="member_load_variable_strain" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_local_strain_absolut

Namespace | No namespace
Diagram |
Used by |
Element | member_strain/absolute_value
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_local_strain_absolut">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_local_strain

Namespace | No namespace
Diagram |
Used by |
Elements | member_strain/uniform_bourdon_effect, member_strain/uniform_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_local_strain">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_strain

Namespace | No namespace
Diagram |
Used by |
Element | member_strain/uniform
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_strain">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_local_strain

Namespace | No namespace
Diagram |
Used by |
Element | member_strain/concentrated_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_local_strain">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_strain

Namespace | No namespace
Diagram |
Used by |
Element | member_strain/concentrated
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_strain">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_local_strain

Namespace | No namespace
Diagram |
Used by |
Elements | member_strain/variable_bourdon_effect, member_strain/variable_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_local_strain">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_strain

Namespace | No namespace
Diagram |
Used by |
Element | member_strain/variable
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_strain">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_rotation

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_rotation
Model | uniform_local* , uniform* , concentrated_local* , concentrated* , variable_local* , variable*
Children | concentrated, concentrated_local, uniform, uniform_local, variable, variable_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_rotation">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <xs:element name="uniform_local" type="member_load_uniform_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform" type="member_load_uniform_rotation" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local" type="member_load_concentrated_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated" type="member_load_concentrated_rotation" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local" type="member_load_variable_local_rotation" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable" type="member_load_variable_rotation" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_local_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/uniform_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_local_rotation">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/uniform
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_rotation">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_local_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/concentrated_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_local_rotation">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/concentrated
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_rotation">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_local_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/variable_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_local_rotation">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_rotation

Namespace | No namespace
Diagram |
Used by |
Element | member_rotation/variable
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
distance_on | distance_projection_type | optional |
distances | array_of_double | required |
on | projection_type | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_rotation">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="distance_on" type="distance_projection_type" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_rotary_motion

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_rotary_motion
Model | rotary_motion*
Children | rotary_motion
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_rotary_motion">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_rotary_motion

Namespace | No namespace
Diagram |
Used by |
Elements | member_rotary_motion/rotary_motion, solid_rotary_motion/rotary_motion, surface_rotary_motion/rotary_motion
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration | array_of_double | required |
velocity | array_of_double | required |
Source |
    <xs:complexType name="member_load_rotary_motion">
      <xs:sequence>
        <xs:element name="axisnode1" type="point_3d"/>
        <xs:element name="axisnode2" type="point_3d"/>
      </xs:sequence>
      <xs:attribute name="velocity" type="array_of_double" use="required"/>
      <xs:attribute name="acceleration" type="array_of_double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_mass

Namespace | No namespace
Diagram |
Type | extension of member_load_base
Type hierarchy | member_load_base_all member_load_base member_mass
Model | uniform_mass* , concentrated_mass* , variable_mass*
Children | concentrated_mass, uniform_mass, variable_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
members | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_mass">
      <xs:complexContent>
        <xs:extension base="member_load_base">
          <xs:sequence>
            <xs:element name="uniform_mass" type="member_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_mass" type="member_load_concentrated_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_mass" type="member_load_variable_local_mass" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_uniform_local_mass

Namespace | No namespace
Diagram |
Used by |
Elements | line_mass/uniform_mass, member_mass/uniform_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_uniform_local_mass">
      <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_concentrated_local_mass

Namespace | No namespace
Diagram |
Used by |
Elements | line_mass/concentrated_mass, member_mass/concentrated_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_concentrated_local_mass">
      <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_variable_local_mass

Namespace | No namespace
Diagram |
Used by |
Elements | line_mass/variable_mass, member_mass/variable_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
distances | array_of_double | required |
type | distance_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="member_load_variable_local_mass">
      <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding

Namespace | No namespace
Diagram |
Type | extension of member_load_ff_base
Type hierarchy | member_load_base_all member_load_ff_base member_form_finding
Model | member_set+ , average_load* , minimal_load* , maximal_load* , load_density* , horizontal_load_component* , load_at_the_start* , load_at_the_end* , minimum_load_at_the_start* , minimum_load_at_the_end* , lenght_resulting_absolute* , lenght_resulting_relative* , lenght_undeformed_absolute* , lenght_undeformed_relative* , sag_resulting_absolute* , sag_resulting_relative* , sag_low_point_absolute* , sag_low_point_relative* , end_prestress*
Children | average_load, end_prestress, horizontal_load_component, lenght_resulting_absolute, lenght_resulting_relative, lenght_undeformed_absolute, lenght_undeformed_relative, load_at_the_end, load_at_the_start, load_density, maximal_load, member_set, minimal_load, minimum_load_at_the_end, minimum_load_at_the_start, sag_low_point_absolute, sag_low_point_relative, sag_resulting_absolute, sag_resulting_relative
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="member_form_finding">
      <xs:complexContent>
        <xs:extension base="member_load_ff_base">
          <xs:sequence>
            <xs:element name="average_load" type="member_load_average_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="minimal_load" type="member_load_minimal_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="maximal_load" type="member_load_maximal_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_density" type="member_load_density_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="horizontal_load_component" type="member_load_horizontal_component_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_at_the_start" type="member_load_at_the_start_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_at_the_end" type="member_load_at_the_end_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="minimum_load_at_the_start" type="member_load_minimum_at_the_start_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="minimum_load_at_the_end" type="member_load_minimum_at_the_end_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="lenght_resulting_absolute" type="member_load_lenght_resulting_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="lenght_resulting_relative" type="member_load_lenght_resulting_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="lenght_undeformed_absolute" type="member_load_lenght_undeformed_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="lenght_undeformed_relative" type="member_load_lenght_undeformed_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="sag_resulting_absolute" type="member_load_sag_resulting_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="sag_resulting_relative" type="member_load_sag_resulting_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="sag_low_point_absolute" type="member_load_sag_low_point_absolute_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="sag_low_point_relative" type="member_load_sag_low_point_relative_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="end_prestress" type="member_load_end_prestress_form_finding" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_average_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou průměrnou hodnotou.
    Shape of members with defined average value will be searched for.
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_average_form_finding
Used by |
Element | member_form_finding/average_load
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_average_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou průměrnou hodnotou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined average value will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding_load_base

Namespace | No namespace
Annotations |
    Požadavky na form finding analýzu prutových prvků.
    Requirements for the form finding process of beam elements.
Diagram |
Used by |
Complex Types | member_load_at_the_end_form_finding, member_load_at_the_start_form_finding, member_load_average_form_finding, member_load_density_form_finding, member_load_horizontal_component_form_finding, member_load_maximal_form_finding, member_load_minimal_form_finding, member_load_minimum_at_the_end_form_finding, member_load_minimum_at_the_start_form_finding
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_form_finding_load_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Požadavky na form finding analýzu prutových prvků.</xs:documentation>
        <xs:documentation xml:lang="en">Requirements for the form finding process of beam elements.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="direction_type" type="direction_type_base"/>
      </xs:sequence>
      <xs:attribute name="load_type" type="load_type" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direction_type_base

Namespace | No namespace
Diagram |
Used by |
Elements | member_form_finding_load_base/direction_type, member_form_finding_sag_base/direction_type
Complex Types | direction_general, direction_global, direction_local, direction_vector
Source |
    <xs:complexType name="direction_type_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type load_type

Namespace | No namespace
Annotations |
    Typ požadavku (1-sily, 2-napeti, 3-plocha, 4-vzepeti, 5-konecne predpeti)
    Request type (1-force, 2-stress, 3-surface, 4-sag, 5-end prestress)
Diagram |
Type | restriction of xs:string
Facets |
enumeration | FORCE |
enumeration | STRESS |
enumeration | SURFACE |
enumeration | SAG |
enumeration | ENDPRESTRESS |
Used by |
Attributes | member_form_finding_end_prestress_base/@load_type, member_form_finding_load_base/@load_type, surface_load_force_form_finding_base/@load_type
Source |
    <xs:simpleType name="load_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ požadavku (1-sily, 2-napeti, 3-plocha, 4-vzepeti, 5-konecne predpeti)</xs:documentation>
        <xs:documentation xml:lang="en">Request type (1-force, 2-stress, 3-surface, 4-sag, 5-end prestress)</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:string">
        <xs:enumeration value="FORCE"/>
        <xs:enumeration value="STRESS"/>
        <xs:enumeration value="SURFACE"/>
        <xs:enumeration value="SAG"/>
        <xs:enumeration value="ENDPRESTRESS"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_minimal_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou minimální hodnotou.
    Shape of members with defined minimal value will be searched for.
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_minimal_form_finding
Used by |
Element | member_form_finding/minimal_load
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_minimal_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou minimální hodnotou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined minimal value will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_maximal_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou maximální hodnotou.
    Shape of members with defined maximal value will be searched for.
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_maximal_form_finding
Used by |
Element | member_form_finding/maximal_load
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_maximal_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou maximální hodnotou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined maximal value will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_density_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou Force Density.
    Shape of members with defined Force Density will be searched for.
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_density_form_finding
Used by |
Element | member_form_finding/load_density
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_density_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou Force Density.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined Force Density will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_horizontal_component_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou horizontání složkou síly/napětí.
    Shape of members with defined horizontal force/stress component will be searched for.
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_horizontal_component_form_finding
Used by |
Element | member_form_finding/horizontal_load_component
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_horizontal_component_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou horizontání složkou síly/napětí.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined horizontal force/stress component will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_at_the_start_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou hodnotou v konkrétním uzlu (start).
    Shape of members with defined value in particular node will be searched for (start).
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_at_the_start_form_finding
Used by |
Element | member_form_finding/load_at_the_start
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_at_the_start_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou hodnotou v konkrétním uzlu (start).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined value in particular node will be searched for (start).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_at_the_end_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou hodnotou v konkrétním uzlu (end).
    Shape of members with defined value in particular node will be searched for (end).
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_at_the_end_form_finding
Used by |
Element | member_form_finding/load_at_the_end
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_at_the_end_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou hodnotou v konkrétním uzlu (end).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined value in particular node will be searched for (end).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_minimum_at_the_start_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů splňujících minimální možnou hodnotu v konkrétním uzlu (start).
    Shape of members fulfilling minimum possible value in particular node will be searched for (start).
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_minimum_at_the_start_form_finding
Used by |
Element | member_form_finding/minimum_load_at_the_start
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_minimum_at_the_start_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů splňujících minimální možnou hodnotu v konkrétním uzlu (start).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members fulfilling minimum possible value in particular node will be searched for (start).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_minimum_at_the_end_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů splňujících minimální možnou hodnotu v konkrétním uzlu (end).
    Shape of members fulfilling minimum possible value in particular node will be searched for (end).
Diagram |
Type | extension of member_form_finding_load_base
Type hierarchy | member_form_finding_load_base member_load_minimum_at_the_end_form_finding
Used by |
Element | member_form_finding/minimum_load_at_the_end
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_minimum_at_the_end_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů splňujících minimální možnou hodnotu v konkrétním uzlu (end).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members fulfilling minimum possible value in particular node will be searched for (end).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_load_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_lenght_resulting_absolute_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou délkou.
    Shape of members with defined length will be searched for.
Diagram |
Type | extension of member_form_finding_lenght_base
Type hierarchy | member_form_finding_lenght_base member_load_lenght_resulting_absolute_form_finding
Used by |
Element | member_form_finding/lenght_resulting_absolute
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_lenght_resulting_absolute_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou délkou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined length will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_lenght_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding_lenght_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | member_load_lenght_resulting_absolute_form_finding, member_load_lenght_resulting_relative_form_finding, member_load_lenght_undeformed_absolute_form_finding, member_load_lenght_undeformed_relative_form_finding
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_form_finding_lenght_base">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_lenght_resulting_relative_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou relativní délkou.
    Shape of members with defined relative length will be searched for.
Diagram |
Type | extension of member_form_finding_lenght_base
Type hierarchy | member_form_finding_lenght_base member_load_lenght_resulting_relative_form_finding
Used by |
Element | member_form_finding/lenght_resulting_relative
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_lenght_resulting_relative_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou relativní délkou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined relative length will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_lenght_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_lenght_undeformed_absolute_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou nezatíženou délkou.
    Shape of members with defined unstressed length will be searched for.
Diagram |
Type | extension of member_form_finding_lenght_base
Type hierarchy | member_form_finding_lenght_base member_load_lenght_undeformed_absolute_form_finding
Used by |
Element | member_form_finding/lenght_undeformed_absolute
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_lenght_undeformed_absolute_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou nezatíženou délkou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined unstressed length will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_lenght_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_lenght_undeformed_relative_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovanou nezatíženou relativní délkou.
    Shape of members with defined unstressed relative length will be searched for.
Diagram |
Type | extension of member_form_finding_lenght_base
Type hierarchy | member_form_finding_lenght_base member_load_lenght_undeformed_relative_form_finding
Used by |
Element | member_form_finding/lenght_undeformed_relative
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_lenght_undeformed_relative_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovanou nezatíženou relativní délkou.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined unstressed relative length will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_lenght_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_sag_resulting_absolute_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovaným průvěsem.
    Shape of members with defined absolute sag will be searched for.
Diagram |
Type | extension of member_form_finding_sag_base
Type hierarchy | member_form_finding_sag_base member_load_sag_resulting_absolute_form_finding
Used by |
Element | member_form_finding/sag_resulting_absolute
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_sag_resulting_absolute_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovaným průvěsem.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined absolute sag will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_sag_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding_sag_base

Namespace | No namespace
Annotations |
    Požadavky na průvěs v form finding analýze prutových prvků.
    Requirements for the sag in form finding process of beam elements.
Diagram |
Used by |
Complex Types | member_form_finding_force_with_node_base, member_load_sag_resulting_absolute_form_finding, member_load_sag_resulting_relative_form_finding
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_form_finding_sag_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Požadavky na průvěs v form finding analýze prutových prvků.</xs:documentation>
        <xs:documentation xml:lang="en">Requirements for the sag in form finding process of beam elements.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="direction_type" type="direction_type_base"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_sag_resulting_relative_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovaným relativním průvěsem.
    Shape of members with defined relative sag will be searched for.
Diagram |
Type | extension of member_form_finding_sag_base
Type hierarchy | member_form_finding_sag_base member_load_sag_resulting_relative_form_finding
Used by |
Element | member_form_finding/sag_resulting_relative
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="member_load_sag_resulting_relative_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovaným relativním průvěsem.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined relative sag will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_sag_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_sag_low_point_absolute_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovaným vertikálním průvěsem nejníže umístěného uzlu (glob Z).
    Shape of members with defined sag of bottom node (glob Z) will be searched for.
Diagram |
Type | extension of member_form_finding_force_with_node_base
Type hierarchy | member_form_finding_sag_base member_form_finding_force_with_node_base member_load_sag_low_point_absolute_form_finding
Used by |
Element | member_form_finding/sag_low_point_absolute
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_sag_low_point_absolute_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovaným vertikálním průvěsem nejníže umístěného uzlu (glob Z).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined sag of bottom node (glob Z) will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_force_with_node_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding_force_with_node_base

Namespace | No namespace
Annotations |
    Požadavky na form finding analýzu prutových prvků v konkrétním bodě.
    Requirements for the form finding process of beam elements in particular node.
Diagram |
Type | extension of member_form_finding_sag_base
Type hierarchy | member_form_finding_sag_base member_form_finding_force_with_node_base
Used by |
Complex Types | member_load_sag_low_point_absolute_form_finding, member_load_sag_low_point_relative_form_finding
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_form_finding_force_with_node_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Požadavky na form finding analýzu prutových prvků v konkrétním bodě.</xs:documentation>
        <xs:documentation xml:lang="en">Requirements for the form finding process of beam elements in particular node.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_sag_base">
          <xs:attribute name="node" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_sag_low_point_relative_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s definovaným vertikálním relativním průvěsem nejníže umístěného uzlu (glob Z).
    Shape of members with defined relative sag of bottom node (glob Z) will be searched for.
Diagram |
Type | extension of member_form_finding_force_with_node_base
Type hierarchy | member_form_finding_sag_base member_form_finding_force_with_node_base member_load_sag_low_point_relative_form_finding
Used by |
Element | member_form_finding/sag_low_point_relative
Model | direction_type
Children | direction_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
node | reference | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_sag_low_point_relative_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s definovaným vertikálním relativním průvěsem nejníže umístěného uzlu (glob Z).</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined relative sag of bottom node (glob Z) will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_force_with_node_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_load_end_prestress_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar prutů s předepsaným konečným předpětím prutu.
    Shape of members with defined end prestress will be searched for.
Diagram |
Type | extension of member_form_finding_end_prestress_base
Type hierarchy | member_form_finding_end_prestress_base member_load_end_prestress_form_finding
Used by |
Element | member_form_finding/end_prestress
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_load_end_prestress_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar prutů s předepsaným konečným předpětím prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of members with defined end prestress will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="member_form_finding_end_prestress_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_form_finding_end_prestress_base

Namespace | No namespace
Annotations |
    Požadavky na předepsané konečné předpětí prutových prvků.
    Requirements for the end prestress of beam elements.
Diagram |
Used by |
Complex Type | member_load_end_prestress_form_finding
Attributes |
QName | Type | Use |
--- | --- | --- | ---
load_type | load_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="member_form_finding_end_prestress_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Požadavky na předepsané konečné předpětí prutových prvků.</xs:documentation>
        <xs:documentation xml:lang="en">Requirements for the end prestress of beam elements.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="load_type" type="load_type" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direction_local

Namespace | No namespace
Annotations |
    Směr pro definovaný požadavek.
    Direction for defined requirement.
Diagram |
Type | extension of direction_type_base
Type hierarchy | direction_type_base direction_local
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
Source |
    <xs:complexType name="direction_local">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Směr pro definovaný požadavek.</xs:documentation>
        <xs:documentation xml:lang="en">Direction for defined requirement.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="direction_type_base">
          <xs:attribute name="direction" type="translation_direction" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direction_global

Namespace | No namespace
Annotations |
    Směr pro definovaný požadavek.
    Direction for defined requirement.
Diagram |
Type | extension of direction_type_base
Type hierarchy | direction_type_base direction_global
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
Source |
    <xs:complexType name="direction_global">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Směr pro definovaný požadavek.</xs:documentation>
        <xs:documentation xml:lang="en">Direction for defined requirement.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="direction_type_base">
          <xs:attribute name="direction" type="translation_direction" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direction_general

Namespace | No namespace
Annotations |
    Směr pro definovaný požadavek.
    Direction for defined requirement.
Diagram |
Type | extension of direction_type_base
Type hierarchy | direction_type_base direction_general
Source |
    <xs:complexType name="direction_general">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Směr pro definovaný požadavek.</xs:documentation>
        <xs:documentation xml:lang="en">Direction for defined requirement.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="direction_type_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type direction_vector

Namespace | No namespace
Annotations |
    Vektor definující směr.
    Vector defining the direction.
Diagram |
Type | extension of direction_type_base
Type hierarchy | direction_type_base direction_vector
Attributes |
QName | Type | Use |
--- | --- | --- | ---
x | xs:double | optional |
y | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="direction_vector">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Vektor definující směr.</xs:documentation>
        <xs:documentation xml:lang="en">Vector defining the direction.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="direction_type_base">
          <xs:attributeGroup ref="vector_3d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type point_xy

Namespace | No namespace
Diagram |
Used by |
Elements | plane_definable/node, plane_general/node, plane_xy/node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | optional |
    Nepovinné ID, pokuď jsou však hodnoty proměnného zatížení určené v definovaných bodecha je potřeba přiřadit.
x | xs:double | optional |
y | xs:double | optional |
Source |
    <xs:complexType name="point_xy">
      <xs:attribute name="id" type="id" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nepovinné ID, pokuď jsou však hodnoty proměnného zatížení určené v definovaných bodecha je potřeba přiřadit.</xs:documentation>
          <xs:documentation xml:lang="en"/>
        </xs:annotation>
      </xs:attribute>
      <xs:attributeGroup ref="point_xy"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type point_xz

Namespace | No namespace
Diagram |
Used by |
Element | plane_xz/node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | optional |
x | xs:double | optional |
z | xs:double | optional |
Source |
    <xs:complexType name="point_xz">
      <xs:attribute name="id" type="id" use="optional"/>
      <xs:attributeGroup ref="point_xz"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plane_xy

Namespace | No namespace
Diagram |
Type | extension of projection_plane_base
Type hierarchy | projection_plane_base plane_xy
Model | node+
Children | node
Source |
    <xs:complexType name="plane_xy">
      <xs:complexContent>
        <xs:extension base="projection_plane_base">
          <xs:sequence>
            <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plane_yz

Namespace | No namespace
Diagram |
Type | extension of projection_plane_base
Type hierarchy | projection_plane_base plane_yz
Model | node+
Children | node
Source |
    <xs:complexType name="plane_yz">
      <xs:complexContent>
        <xs:extension base="projection_plane_base">
          <xs:sequence>
            <xs:element name="node" type="point_yz" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plane_xz

Namespace | No namespace
Diagram |
Type | extension of projection_plane_base
Type hierarchy | projection_plane_base plane_xz
Model | node+
Children | node
Source |
    <xs:complexType name="plane_xz">
      <xs:complexContent>
        <xs:extension base="projection_plane_base">
          <xs:sequence>
            <xs:element name="node" type="point_xz" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plane_definable

Namespace | No namespace
Annotations |
    Zadání zatížení pomocí definovatelného souřadného systému.
Diagram |
Type | extension of projection_plane_base
Type hierarchy | projection_plane_base plane_definable
Model | rotation , node+
Children | node, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
interval_from | xs:double | required |
interval_to | xs:double | required |
projection_load_on | free_load_projection | optional |
Source |
    <xs:complexType name="plane_definable">
      <xs:complexContent>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Zadání zatížení pomocí definovatelného souřadného systému.</xs:documentation>
        </xs:annotation>
        <xs:extension base="projection_plane_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Natočení pomocného souřadného systému.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
          </xs:sequence>
          <!--zadáno u rotace-->
          <!--<xs:attributeGroup ref="point_3d">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Souřadnice počátečního bodu pomocného souřadného systému.</xs:documentation>
              </xs:annotation>
            </xs:attributeGroup>-->
          <xs:attribute name="interval_from" type="xs:double" use="required"/>
          <xs:attribute name="interval_to" type="xs:double" use="required"/>
          <xs:attribute name="projection_load_on" type="free_load_projection"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type free_load_projection

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | DEFINABLE |
enumeration | GLOBAL |
Used by |
Attribute | plane_definable/@projection_load_on
Source |
    <xs:simpleType name="free_load_projection">
      <xs:restriction base="xs:string">
        <xs:enumeration value="DEFINABLE"/>
        <xs:enumeration value="GLOBAL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type varying_load_in_direction_base

Namespace | No namespace
Diagram |
Used by |
Elements | surface_load_variable_local_type/varying_load_in_direction, surface_load_variable_type/varying_load_in_direction
Model | coordinate_system{0,1}
Children | coordinate_system
Attributes |
QName | Type | Use |
--- | --- | --- | ---
coefficient | array_of_double | required |
coordinate | array_of_double | required |
load_axis_direction | translation_direction | required |
Source |
    <xs:complexType name="varying_load_in_direction_base">
      <xs:sequence>
        <xs:element name="coordinate_system" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="coordinate" type="array_of_double" use="required"/>
      <!--od nejvyšší z-ové souřadnice po nejnižší-->
      <xs:attribute name="coefficient" type="array_of_double" use="required"/>
      <xs:attribute name="load_axis_direction" type="translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_deformation

Namespace | No namespace
Diagram |
Type | extension of nodal_load_base
Type hierarchy | nodal_load_base nodal_deformation
Model | x{0,1} , y{0,1} , z{0,1} , phi_x{0,1} , phi_y{0,1} , phi_z{0,1}
Children | phi_x, phi_y, phi_z, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_deformation">
      <xs:complexContent>
        <xs:extension base="nodal_load_base">
          <xs:sequence>
            <xs:element name="x" type="imposed_nodal_deformation" minOccurs="0"/>
            <xs:element name="y" type="imposed_nodal_deformation" minOccurs="0"/>
            <xs:element name="z" type="imposed_nodal_deformation" minOccurs="0"/>
            <xs:element name="phi_x" type="imposed_nodal_deformation" minOccurs="0"/>
            <xs:element name="phi_y" type="imposed_nodal_deformation" minOccurs="0"/>
            <xs:element name="phi_z" type="imposed_nodal_deformation" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imposed_nodal_deformation

Namespace | No namespace
Diagram |
Used by |
Elements | nodal_deformation/phi_x, nodal_deformation/phi_y, nodal_deformation/phi_z, nodal_deformation/x, nodal_deformation/y, nodal_deformation/z, nodal_multiphysics/fluid_flow, nodal_multiphysics/hygroscopic_field, nodal_multiphysics/thermal_conduction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="imposed_nodal_deformation">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_multiphysics

Namespace | No namespace
Diagram |
Type | extension of nodal_load_base
Type hierarchy | nodal_load_base nodal_multiphysics
Model | thermal_conduction{0,1} , fluid_flow{0,1} , hygroscopic_field{0,1}
Children | fluid_flow, hygroscopic_field, thermal_conduction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
nodes | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="nodal_multiphysics">
      <xs:complexContent>
        <xs:extension base="nodal_load_base">
          <xs:sequence>
            <xs:element name="thermal_conduction" type="imposed_nodal_deformation" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">teplota</xs:documentation>
                <xs:documentation xml:lang="en">teplota</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="fluid_flow" type="imposed_nodal_deformation" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">porový tlak.</xs:documentation>
                <xs:documentation xml:lang="en">porový tlak.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="hygroscopic_field" type="imposed_nodal_deformation" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">koncentrace.</xs:documentation>
                <xs:documentation xml:lang="en">koncentrace.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_force_moment

Namespace | No namespace
Diagram |
Type | extension of line_load_base
Type hierarchy | line_load_base line_force_moment
Model | eccentricity{0,1} , eccentricity_start{0,1} , eccentricity_end{0,1} , uniform_force* , uniform_local_force* , concentrated_force* , concentrated_local_force* , variable_force* , variable_local_force* , uniform_moment* , uniform_local_moment* , concentrated_moment* , concentrated_local_moment* , variable_moment* , variable_local_moment*
Children | concentrated_force, concentrated_local_force, concentrated_local_moment, concentrated_moment, eccentricity, eccentricity_end, eccentricity_start, uniform_force, uniform_local_force, uniform_local_moment, uniform_moment, variable_force, variable_local_force, variable_local_moment, variable_moment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_force_moment">
      <xs:complexContent>
        <xs:extension base="line_load_base">
          <xs:sequence>
            <xs:element name="eccentricity" type="eccentricity_2d_system" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Defaultní hodnota: globální. Přepočet síly s excentricitou na moment. Vzniká vždy globální moment.</xs:documentation>
                <xs:documentation xml:lang="en">Default value: global. Conversion of force with eccentricity to moment. There is always a global moment.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <!--TODO jednotlive elemnty odstranit!!-->
            <xs:element name="eccentricity_start" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Globální excentricita.</xs:documentation>
                <xs:documentation xml:lang="en">Global eccentricity.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="eccentricity_end" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Globální excentricita.</xs:documentation>
                <xs:documentation xml:lang="en">Global eccentricity.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="uniform_force" type="member_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_force" type="member_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_force" type="member_load_concentrated_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local_force" type="member_load_concentrated_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_force" type="member_load_variable_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local_force" type="member_load_variable_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_moment" type="member_load_uniform_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_moment" type="member_load_uniform_local_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_moment" type="member_load_concentrated_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_local_moment" type="member_load_concentrated_local_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_moment" type="member_load_variable_moment" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local_moment" type="member_load_variable_local_moment" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_mass

Namespace | No namespace
Diagram |
Type | extension of line_load_base
Type hierarchy | line_load_base line_mass
Model | uniform_mass* , concentrated_mass* , variable_mass*
Children | concentrated_mass, uniform_mass, variable_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_mass">
      <xs:complexContent>
        <xs:extension base="line_load_base">
          <xs:sequence>
            <xs:element name="uniform_mass" type="member_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="concentrated_mass" type="member_load_concentrated_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_mass" type="member_load_variable_local_mass" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_deformation

Namespace | No namespace
Diagram |
Type | extension of line_load_base
Type hierarchy | line_load_base line_deformation
Model | x{0,1} , y{0,1} , z{0,1} , phi_x{0,1}
Children | phi_x, x, y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_deformation">
      <xs:complexContent>
        <xs:extension base="line_load_base">
          <xs:sequence>
            <xs:element name="x" type="imposed_line_displacement" minOccurs="0"/>
            <xs:element name="y" type="imposed_line_displacement" minOccurs="0"/>
            <xs:element name="z" type="imposed_line_displacement" minOccurs="0"/>
            <xs:element name="phi_x" type="imposed_line_displacement" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imposed_line_displacement

Namespace | No namespace
Diagram |
Used by |
Elements | line_deformation/phi_x, line_deformation/x, line_deformation/y, line_deformation/z, line_multiphysics/fluid_flow, line_multiphysics/hygroscopic_field, line_multiphysics/thermal_conduction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | xs:double | required |
start | xs:double | required |
Source |
    <xs:complexType name="imposed_line_displacement">
      <xs:attribute name="start" type="xs:double" use="required"/>
      <xs:attribute name="end" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_multiphysics

Namespace | No namespace
Diagram |
Type | extension of line_load_base
Type hierarchy | line_load_base line_multiphysics
Model | thermal_conduction{0,1} , fluid_flow{0,1} , hygroscopic_field{0,1}
Children | fluid_flow, hygroscopic_field, thermal_conduction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
lines | references | required |
note | xs:string | optional |
Source |
    <xs:complexType name="line_multiphysics">
      <xs:complexContent>
        <xs:extension base="line_load_base">
          <xs:sequence>
            <xs:element name="thermal_conduction" type="imposed_line_displacement" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">teplota</xs:documentation>
                <xs:documentation xml:lang="en">teplota</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="fluid_flow" type="imposed_line_displacement" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">porový tlak.</xs:documentation>
                <xs:documentation xml:lang="en">porový tlak.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="hygroscopic_field" type="imposed_line_displacement" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">koncentrace.</xs:documentation>
                <xs:documentation xml:lang="en">koncentrace.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_base

Namespace | No namespace
Diagram |
Type | extension of surface_load_base_all
Type hierarchy | surface_load_base_all surface_load_base
Used by |
Complex Types | surface_force, surface_mass, surface_ponding, surface_rotary_motion, surface_snow, surface_strain, surface_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_load_base">
      <xs:complexContent>
        <xs:extension base="surface_load_base_all">
          <xs:attribute name="surfaces" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_ff_base

Namespace | No namespace
Diagram |
Type | extension of surface_load_base_all
Type hierarchy | surface_load_base_all surface_load_ff_base
Used by |
Complex Type | surface_form_finding
Model | surface_set+
Children | surface_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_load_ff_base">
      <xs:complexContent>
        <xs:extension base="surface_load_base_all">
          <xs:sequence>
            <xs:element name="surface_set" type="surface_set_type" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_set_type

Namespace | No namespace
Diagram |
Used by |
Element | surface_load_ff_base/surface_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
surfaces | references | required |
Source |
    <xs:complexType name="surface_set_type">
      <xs:attribute name="surfaces" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_force

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_force
Model | uniform_force* , uniform_local_force* , linear_3nodes_force* , linear_3nodes_local_force* , linear_in_force* , linear_in_local_force* , radial_force* , radial_local_force* , variable_force* , variable_local_force*
Children | linear_3nodes_force, linear_3nodes_local_force, linear_in_force, linear_in_local_force, radial_force, radial_local_force, uniform_force, uniform_local_force, variable_force, variable_local_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_force">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="uniform_force" type="surface_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_force" type="surface_load_uniform_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_force" type="surface_load_linear_3nodes_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_local_force" type="surface_load_linear_3nodes_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_force" type="surface_load_linear_in_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_local_force" type="surface_load_linear_in_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="radial_force" type="surface_load_radial_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="radial_local_force" type="surface_load_radial_local_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_force" type="surface_load_variable_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="variable_local_force" type="surface_load_variable_local_type" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/uniform_force
Complex Type | surface_load_variable_type
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_local_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/uniform_local_force
Complex Type | surface_load_variable_local_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_local_force">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/linear_3nodes_force
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_local_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/linear_3nodes_local_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_local_force">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/linear_in_force
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_in_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_local_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/linear_in_local_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_in_local_force">
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_radial_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/radial_force
Model | rotation{0,1} , axisnode1 , axisnode2
Children | axisnode1, axisnode2, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
on | projection_type | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_radial_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
        <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_radial_local_force

Namespace | No namespace
Diagram |
Used by |
Element | surface_force/radial_local_force
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_radial_local_force">
      <xs:sequence minOccurs="0">
        <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
        <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_variable_type

Namespace | No namespace
Diagram |
Type | extension of surface_load_uniform_force
Type hierarchy | surface_load_uniform_force surface_load_variable_type
Used by |
Element | surface_force/variable_force
Model | rotation{0,1} , varying_load_in_direction{0,1} , varying_load_along_perimeter{0,1}
Children | rotation, varying_load_along_perimeter, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
on | projection_type | required |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_variable_type">
      <xs:complexContent>
        <xs:extension base="surface_load_uniform_force">
          <xs:sequence>
            <xs:element name="varying_load_in_direction" type="varying_load_in_direction_base" minOccurs="0"/>
            <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_variable_local_type

Namespace | No namespace
Diagram |
Type | extension of surface_load_uniform_local_force
Type hierarchy | surface_load_uniform_local_force surface_load_variable_local_type
Used by |
Element | surface_force/variable_local_force
Model | varying_load_in_direction{0,1} , varying_load_along_perimeter{0,1}
Children | varying_load_along_perimeter, varying_load_in_direction
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_variable_local_type">
      <xs:complexContent>
        <xs:extension base="surface_load_uniform_local_force">
          <xs:sequence>
            <xs:element name="varying_load_in_direction" type="varying_load_in_direction_base" minOccurs="0"/>
            <xs:element name="varying_load_along_perimeter" type="varying_load_along_perimeter_base" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_ponding

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_ponding
Model | uniform*
Children | uniform
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_ponding">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="uniform" type="surface_load_uniform_ponding" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_ponding

Namespace | No namespace
Diagram |
Used by |
Element | surface_ponding/uniform
Attributes |
QName | Type | Use |
--- | --- | --- | ---
precipitation | double_non_negative | optional |
value | double_positive | required |
Source |
    <xs:complexType name="surface_load_uniform_ponding">
      <xs:attribute name="value" type="double_positive" use="required"/>
      <xs:attribute name="precipitation" type="double_non_negative" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_snow

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_snow
Model | according_inclination*
Children | according_inclination
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_snow">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="according_inclination" type="surface_load_according_inclination_snow" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_according_inclination_snow

Namespace | No namespace
Diagram |
Used by |
Element | surface_snow/according_inclination
Model | snow_shape_coefficient_diagram{0,1}
Children | snow_shape_coefficient_diagram
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
characteristic_load_value | double_positive | required |
    Charakteristická hodnota zatížení sněhem na zemi [N/m2].
    Characteristic value of snow load on the ground [N/m2].
cohesion | double_non_negative | optional |
    Pevnost sněhu při nulovém normálovém napětí [N/m2].
    Snow strength at zero normal stress. [N/m2].
repose_angle | double_non_negative | optional |
    Nejstrmější sklon nezpevněného materiálu měřený od vodorovné roviny [stupně].
    The steepest slope of the unconfined material measured from the horizontal plane [deg].
specific_weight | double_positive | required |
    Objemová hmotnost sněhu [N/m3].
    Snow specific weight [N/m3].
Source |
    <xs:complexType name="surface_load_according_inclination_snow">
      <xs:sequence>
        <xs:element name="snow_shape_coefficient_diagram" type="diagram_xy" minOccurs="0" maxOccurs="1">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Diagram tvarových součinitelů pro zatížení sněhem.</xs:documentation>
            <xs:documentation xml:lang="en">Shape coefficient diagram for snow load.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="characteristic_load_value" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Charakteristická hodnota zatížení sněhem na zemi [N/m2].</xs:documentation>
          <xs:documentation xml:lang="en">Characteristic value of snow load on the ground [N/m2].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="specific_weight" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Objemová hmotnost sněhu [N/m3].</xs:documentation>
          <xs:documentation xml:lang="en">Snow specific weight [N/m3].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="repose_angle" type="double_non_negative" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Nejstrmější sklon nezpevněného materiálu měřený od vodorovné roviny [stupně].</xs:documentation>
          <xs:documentation xml:lang="en">The steepest slope of the unconfined material measured from the horizontal plane [deg].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="cohesion" type="double_non_negative" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pevnost sněhu při nulovém normálovém napětí [N/m2].</xs:documentation>
          <xs:documentation xml:lang="en">Snow strength at zero normal stress. [N/m2].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_temperature

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_temperature
Model | uniform_local_temperature* , linear_3nodes_local_temperature* , linear_in_local_temperature* , radial_local_temperature*
Children | linear_3nodes_local_temperature, linear_in_local_temperature, radial_local_temperature, uniform_local_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_temperature">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="uniform_local_temperature" type="surface_load_uniform_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_local_temperature" type="surface_load_linear_3nodes_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_local_temperature" type="surface_load_linear_in_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="radial_local_temperature" type="surface_load_radial_local_temperature" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_local_temperature

Namespace | No namespace
Diagram |
Used by |
Element | surface_temperature/uniform_local_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | xs:double | optional |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_local_temperature">
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="deltaT" type="xs:double"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_local_temperature

Namespace | No namespace
Diagram |
Used by |
Element | surface_temperature/linear_3nodes_local_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_local_temperature">
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="deltaT" type="array_of_double"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_local_temperature

Namespace | No namespace
Diagram |
Used by |
Element | surface_temperature/linear_in_local_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_in_local_temperature">
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="deltaT" type="array_of_double"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_radial_local_temperature

Namespace | No namespace
Diagram |
Used by |
Element | surface_temperature/radial_local_temperature
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
deltaT | array_of_double | optional |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_radial_local_temperature">
      <xs:sequence minOccurs="0">
        <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
        <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="deltaT" type="array_of_double"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_strain

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_strain
Model | uniform_local_strain* , linear_3nodes_local_strain* , linear_in_local_strain* , uniform_local_precamber*
Children | linear_3nodes_local_strain, linear_in_local_strain, uniform_local_precamber, uniform_local_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_strain">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="uniform_local_strain" type="surface_load_uniform_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_local_strain" type="surface_load_linear_3nodes_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_local_strain" type="surface_load_linear_in_local_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_precamber" type="surface_load_uniform_local_precamber" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_local_strain

Namespace | No namespace
Diagram |
Used by |
Element | surface_strain/uniform_local_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilon_x | xs:double | required |
epsilon_y | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_local_strain">
      <xs:attribute name="epsilon_x" type="xs:double" use="required"/>
      <xs:attribute name="epsilon_y" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_local_strain

Namespace | No namespace
Diagram |
Used by |
Element | surface_strain/linear_3nodes_local_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
nodes | references | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_local_strain">
      <xs:attribute name="epsilons_x" type="array_of_double" use="required"/>
      <xs:attribute name="epsilons_y" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_local_strain

Namespace | No namespace
Diagram |
Used by |
Element | surface_strain/linear_in_local_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
linear_in | translation_direction | required |
nodes | references | required |
Source |
    <xs:complexType name="surface_load_linear_in_local_strain">
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="epsilons_x" type="array_of_double" use="required"/>
      <xs:attribute name="epsilons_y" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_local_precamber

Namespace | No namespace
Diagram |
Used by |
Element | surface_strain/uniform_local_precamber
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_local_precamber">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_rotary_motion

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_rotary_motion
Model | rotary_motion*
Children | rotary_motion
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_rotary_motion">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_mass

Namespace | No namespace
Diagram |
Type | extension of surface_load_base
Type hierarchy | surface_load_base_all surface_load_base surface_mass
Model | linear_in_local_mass* , linear_in_mass* , linear_3nodes_local_mass* , linear_3nodes_mass* , radial_local_mass* , radial_mass* , uniform_local_mass* , uniform_mass*
Children | linear_3nodes_local_mass, linear_3nodes_mass, linear_in_local_mass, linear_in_mass, radial_local_mass, radial_mass, uniform_local_mass, uniform_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
surfaces | references | required |
Source |
    <xs:complexType name="surface_mass">
      <xs:complexContent>
        <xs:extension base="surface_load_base">
          <xs:sequence>
            <xs:element name="linear_in_local_mass" type="surface_load_linear_in_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_mass" type="surface_load_linear_in_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_local_mass" type="surface_load_linear_3nodes_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_3nodes_mass" type="surface_load_linear_3nodes_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="radial_local_mass" type="surface_load_radial_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="radial_mass" type="surface_load_radial_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_local_mass" type="surface_load_uniform_local_mass" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="uniform_mass" type="surface_load_uniform_mass" minOccurs="0" maxOccurs="unbounded"/>
            <!--Michal - možné zadaní zapracování dle zájmu //oddelit viz freeload? -->
            <!--<xs:element name="rectangular_uniform_local_mass" type="polygon_local_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="rectangular_uniform_mass" type="polygon_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="circular_uniform_local_mass" type="circular_local_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="circular_uniform_mass" type="circular_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="line_uniform_local_mass" type="line_local_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="line_uniform_mass" type="line_mass_uniform_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="line_linear_local_mass" type="line_local_mass_linear_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="line_linear_mass" type="line_mass_linear_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="concentrated_local_mass" type="concentrated_local_mass_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="concentrated_mass" type="concentrated_mass_moment_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="variable_mass" type="varying_load_mass_variable_type" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="rectangular_uniform_in_general_plane_mass" type="rectangular_uniform_in_general_plane_mass" minOccurs="0" maxOccurs="unbounded"/>-->
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_local_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/linear_in_local_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_in_local_mass">
      <xs:attribute name="projection_direction" type="translation_direction" use="required"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_in_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/linear_in_mass
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
linear_in | translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_in_mass">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="projection_direction" type="translation_direction" use="optional"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_local_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/linear_3nodes_local_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_local_mass">
      <xs:attribute name="projection_direction" type="translation_direction" use="required"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_linear_3nodes_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/linear_3nodes_mass
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_linear_3nodes_mass">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="projection_direction" type="translation_direction" use="optional"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_radial_local_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/radial_local_mass
Model | axisnode1 , axisnode2
Children | axisnode1, axisnode2
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
projection_direction | translation_direction | required |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_radial_local_mass">
      <xs:sequence minOccurs="0">
        <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
        <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="projection_direction" type="translation_direction" use="required"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_radial_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/radial_mass
Model | rotation{0,1} , axisnode1 , axisnode2
Children | axisnode1, axisnode2, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
nodes | references | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
values | array_of_double | required |
Source |
    <xs:complexType name="surface_load_radial_mass">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
        <xs:element name="axisnode1" type="point_3d" minOccurs="1" maxOccurs="1"/>
        <xs:element name="axisnode2" type="point_3d" minOccurs="1" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="projection_direction" type="translation_direction" use="optional"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_local_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/uniform_local_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
projection_direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_local_mass">
      <xs:attribute name="projection_direction" type="translation_direction" use="required"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_uniform_mass

Namespace | No namespace
Diagram |
Used by |
Element | surface_mass/uniform_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
on | projection_type | required |
projection_direction | translation_direction | optional |
value | xs:double | required |
Source |
    <xs:complexType name="surface_load_uniform_mass">
      <xs:attribute name="projection_direction" type="translation_direction" use="optional"/>
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="on" type="projection_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_form_finding_base

Namespace | No namespace
Diagram |
Model | surface_set+
Children | surface_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="surface_form_finding_base">
      <xs:sequence>
        <xs:element name="surface_set" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="surfaces" type="references" use="required"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_form_finding

Namespace | No namespace
Diagram |
Type | extension of surface_load_ff_base
Type hierarchy | surface_load_base_all surface_load_ff_base surface_form_finding
Model | surface_set+ , load* , projection_load_in_ortogonal_direction* , projection_load_in_radial_direction* , projection_load_default_direction* , load_density*
Children | load, load_density, projection_load_default_direction, projection_load_in_ortogonal_direction, projection_load_in_radial_direction, surface_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_form_finding">
      <xs:complexContent>
        <xs:extension base="surface_load_ff_base">
          <xs:sequence>
            <xs:element name="load" type="surface_load_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="projection_load_in_ortogonal_direction" type="surface_load_projection_in_ortogonal_direction_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="projection_load_in_radial_direction" type="surface_load_projection_in_radial_direction_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="projection_load_default_direction" type="surface_load_projection_default_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_density" type="surface_load_density_form_finding" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_form_finding

Namespace | No namespace
Diagram |
Type | extension of surface_load_force_form_finding_base
Type hierarchy | surface_load_force_form_finding_base surface_load_form_finding
Used by |
Element | surface_form_finding/load
Model | surface_sag{0,1}
Children | surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_form_finding">
      <xs:complexContent>
        <xs:extension base="surface_load_force_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_force_form_finding_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | surface_load_density_form_finding, surface_load_form_finding, surface_load_projection_default_form_finding, surface_load_projection_in_ortogonal_direction_form_finding, surface_load_projection_in_radial_direction_form_finding
Model | surface_sag{0,1}
Children | surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_force_form_finding_base">
      <xs:sequence>
        <xs:element name="surface_sag" type="surface_sag_type" minOccurs="0" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="load_type" type="load_type" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Bude hledán tvar ploch s požadovanými silami/napětím.</xs:documentation>
          <xs:documentation xml:lang="en">Shape of surfaces with required forces/stresses will be searched for.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="value_1" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Hodnota v lokálním směru x.</xs:documentation>
          <xs:documentation xml:lang="en">Value in the local direction x.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="value_2" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Hodnota v lokálním směru y.</xs:documentation>
          <xs:documentation xml:lang="en">Value in the local direction y.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <!--<xs:attribute name="parametr" type="xs:double" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Definované maximální prodloužení/zkrácení.</xs:documentation>
            <xs:documentation xml:lang="en">Defined maximum elongation/shortening.</xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_sag_type

Namespace | No namespace
Annotations |
    Uživatelem definované vzepětí jednotlivých vrstev přetlakových polštářů
    User-defined sag of the cushions layers..
Diagram |
Used by |
Element | surface_load_force_form_finding_base/surface_sag
Model | sag_node_1{0,1} , sag_node_2{0,1} , sag_node_3{0,1}
Children | sag_node_1, sag_node_2, sag_node_3
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
surfaces | reference | optional |
value_sag | double_positive | required |
    Definované vzepětí.
    Defined sag.
Source |
    <xs:complexType name="surface_sag_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uživatelem definované vzepětí jednotlivých vrstev přetlakových polštářů</xs:documentation>
        <xs:documentation xml:lang="en">User-defined sag of the cushions layers..</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="sag_node_1" type="point_3d" minOccurs="0" maxOccurs="1"/>
        <xs:element name="sag_node_2" type="point_3d" minOccurs="0" maxOccurs="1"/>
        <xs:element name="sag_node_3" type="point_3d" minOccurs="0" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="surfaces" type="reference" use="optional"/>
      <xs:attribute name="value_sag" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Definované vzepětí.</xs:documentation>
          <xs:documentation xml:lang="en">Defined sag.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_projection_in_ortogonal_direction_form_finding

Namespace | No namespace
Annotations |
    Dva vektory definují projekční rovinu, v níž se předpokládá pole ortogonálních sil/napětí.
    Two vectors are used to define the projection plane, where orthogonal force/stress field is assumed.
Diagram |
Type | extension of surface_load_force_form_finding_base
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_in_ortogonal_direction_form_finding
Used by |
Element | surface_form_finding/projection_load_in_ortogonal_direction
Model | surface_sag{0,1} , node_1 , node_2 , node_3
Children | node_1, node_2, node_3, surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_projection_in_ortogonal_direction_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dva vektory definují projekční rovinu, v níž se předpokládá pole ortogonálních sil/napětí.</xs:documentation>
        <xs:documentation xml:lang="en">Two vectors are used to define the projection plane, where orthogonal force/stress field is assumed.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_load_force_form_finding_base">
          <xs:sequence>
            <xs:element name="node_1" type="point_3d"/>
            <xs:element name="node_2" type="point_3d"/>
            <xs:element name="node_3" type="point_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_projection_in_radial_direction_form_finding

Namespace | No namespace
Annotations |
    Normálový vektor definuje projekční rovinu, v níž se předpokládá pole radiálních sil/napětí.
    The normal vector is used to define the projection plane, where radial force/stress field is assumed.
Diagram |
Type | extension of surface_load_force_form_finding_base
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_in_radial_direction_form_finding
Used by |
Element | surface_form_finding/projection_load_in_radial_direction
Model | surface_sag{0,1} , node_1 , node_2
Children | node_1, node_2, surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_projection_in_radial_direction_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Normálový vektor definuje projekční rovinu, v níž se předpokládá pole radiálních sil/napětí.</xs:documentation>
        <xs:documentation xml:lang="en">The normal vector is used to define the projection plane, where radial force/stress field is assumed.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_load_force_form_finding_base">
          <xs:sequence>
            <xs:element name="node_1" type="point_3d"/>
            <xs:element name="node_2" type="point_3d"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_projection_default_form_finding

Namespace | No namespace
Annotations |
    Globální rovina XY se považuje za projekční rovinu.
    The global XY plane is assumed to be the projection plane.
Diagram |
Type | extension of surface_load_force_form_finding_base
Type hierarchy | surface_load_force_form_finding_base surface_load_projection_default_form_finding
Used by |
Element | surface_form_finding/projection_load_default_direction
Model | surface_sag{0,1}
Children | surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_projection_default_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Globální rovina XY se považuje za projekční rovinu.</xs:documentation>
        <xs:documentation xml:lang="en">The global XY plane is assumed to be the projection plane.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_load_force_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_load_density_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar ploch s požadovanými Force/Stress Densities.
    Shape of surfaces with required Force/Stress Densities will be searched for.
Diagram |
Type | extension of surface_load_force_form_finding_base
Type hierarchy | surface_load_force_form_finding_base surface_load_density_form_finding
Used by |
Element | surface_form_finding/load_density
Model | surface_sag{0,1}
Children | surface_sag
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
load_type | load_type | required |
    Bude hledán tvar ploch s požadovanými silami/napětím.
    Shape of surfaces with required forces/stresses will be searched for.
value_1 | xs:double | required |
    Hodnota v lokálním směru x.
    Value in the local direction x.
value_2 | xs:double | required |
    Hodnota v lokálním směru y.
    Value in the local direction y.
Source |
    <xs:complexType name="surface_load_density_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar ploch s požadovanými Force/Stress Densities.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of surfaces with required Force/Stress Densities will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="surface_load_force_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type varying_load_mass_type

Namespace | No namespace
Diagram |
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="varying_load_mass_type">
      <xs:attribute name="value" type="xs:double" use="required"/>
      <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type plane_general

Namespace | No namespace
Diagram |
Model | node+
Children | node
Source |
    <xs:complexType name="plane_general">
      <xs:sequence>
        <xs:element name="node" type="point_xy" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_base

Namespace | No namespace
Diagram |
Type | extension of solid_load_base_all
Type hierarchy | solid_load_base_all solid_load_base
Used by |
Complex Types | solid_force, solid_mass, solid_rotary_motion, solid_strain, solid_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_load_base">
      <xs:complexContent>
        <xs:extension base="solid_load_base_all">
          <xs:attribute name="solids" type="references" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_ff_base

Namespace | No namespace
Diagram |
Type | extension of solid_load_base_all
Type hierarchy | solid_load_base_all solid_load_ff_base
Used by |
Complex Type | solid_form_finding
Model | solid_set+
Children | solid_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="solid_load_ff_base">
      <xs:complexContent>
        <xs:extension base="solid_load_base_all">
          <xs:sequence>
            <xs:element name="solid_set" type="solid_set_type" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_set_type

Namespace | No namespace
Diagram |
Used by |
Element | solid_load_ff_base/solid_set
Attributes |
QName | Type | Use |
--- | --- | --- | ---
solids | references | required |
Source |
    <xs:complexType name="solid_set_type">
      <xs:attribute name="solids" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_force

Namespace | No namespace
Diagram |
Type | extension of solid_load_base
Type hierarchy | solid_load_base_all solid_load_base solid_force
Model | uniform_force* , buoyancy_load*
Children | buoyancy_load, uniform_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_force">
      <xs:complexContent>
        <xs:extension base="solid_load_base">
          <xs:sequence>
            <xs:element name="uniform_force" type="solid_load_uniform_force" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="buoyancy_load" type="solid_load_buoyancy" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_uniform_force

Namespace | No namespace
Diagram |
Used by |
Element | solid_force/uniform_force
Model | rotation{0,1}
Children | rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="solid_load_uniform_force">
      <xs:sequence>
        <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="direction" type="translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_buoyancy

Namespace | No namespace
Annotations |
    Zatížení vztlakem [Kg/m^3]. Vždy v globálním směru z, dle znaménka ve směru či protisměru globální osy z. Hodnota je pře násobená gravitačním součinitelem.
    Buoyancy load [Kg/m^3]. Always in the global z direction, according to the sign in the direction or opposite direction of the global z axis. The value is multiplied by the gravitational factor.
Diagram |
Used by |
Element | solid_force/buoyancy_load
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_load_buoyancy">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zatížení vztlakem [Kg/m^3]. Vždy v globálním směru z, dle znaménka ve směru či protisměru globální osy z. Hodnota je pře násobená gravitačním součinitelem.</xs:documentation>
        <xs:documentation xml:lang="en">Buoyancy load [Kg/m^3]. Always in the global z direction, according to the sign in the direction or opposite direction of the global z axis. The value is multiplied by the gravitational factor.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_temperature

Namespace | No namespace
Diagram |
Type | extension of solid_load_base
Type hierarchy | solid_load_base_all solid_load_base solid_temperature
Model | uniform_temperature* , linear_in_temperature*
Children | linear_in_temperature, uniform_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_temperature">
      <xs:complexContent>
        <xs:extension base="solid_load_base">
          <xs:sequence>
            <xs:element name="uniform_temperature" type="solid_load_uniform_temperature" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_temperature" type="solid_load_linear_in_temperature" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_uniform_temperature

Namespace | No namespace
Diagram |
Used by |
Element | solid_temperature/uniform_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_load_uniform_temperature">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_linear_in_temperature

Namespace | No namespace
Diagram |
Used by |
Element | solid_temperature/linear_in_temperature
Attributes |
QName | Type | Use |
--- | --- | --- | ---
linear_in | translation_direction | required |
nodes | references | required |
values | array_of_double | required |
Source |
    <xs:complexType name="solid_load_linear_in_temperature">
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="values" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_strain

Namespace | No namespace
Diagram |
Type | extension of solid_load_base
Type hierarchy | solid_load_base_all solid_load_base solid_strain
Model | uniform_strain* , linear_in_strain*
Children | linear_in_strain, uniform_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_strain">
      <xs:complexContent>
        <xs:extension base="solid_load_base">
          <xs:sequence>
            <xs:element name="uniform_strain" type="solid_load_uniform_strain" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="linear_in_strain" type="solid_load_linear_in_strain" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_uniform_strain

Namespace | No namespace
Diagram |
Used by |
Element | solid_strain/uniform_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilon_x | xs:double | required |
epsilon_y | xs:double | required |
epsilon_z | xs:double | required |
Source |
    <xs:complexType name="solid_load_uniform_strain">
      <xs:attribute name="epsilon_x" type="xs:double" use="required"/>
      <xs:attribute name="epsilon_y" type="xs:double" use="required"/>
      <xs:attribute name="epsilon_z" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_linear_in_strain

Namespace | No namespace
Diagram |
Used by |
Element | solid_strain/linear_in_strain
Attributes |
QName | Type | Use |
--- | --- | --- | ---
epsilons_x | array_of_double | required |
epsilons_y | array_of_double | required |
epsilons_z | array_of_double | required |
linear_in | translation_direction | required |
nodes | references | required |
Source |
    <xs:complexType name="solid_load_linear_in_strain">
      <xs:attribute name="linear_in" type="translation_direction" use="required"/>
      <xs:attribute name="epsilons_x" type="array_of_double" use="required"/>
      <xs:attribute name="epsilons_y" type="array_of_double" use="required"/>
      <xs:attribute name="epsilons_z" type="array_of_double" use="required"/>
      <xs:attribute name="nodes" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_mass

Namespace | No namespace
Diagram |
Type | extension of solid_load_base
Type hierarchy | solid_load_base_all solid_load_base solid_mass
Model | uniform_global_mass*
Children | uniform_global_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_mass">
      <xs:complexContent>
        <xs:extension base="solid_load_base">
          <xs:sequence>
            <xs:element name="uniform_global_mass" type="solid_load_uniform_global_mass" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_load_uniform_global_mass

Namespace | No namespace
Diagram |
Used by |
Element | solid_mass/uniform_global_mass
Attributes |
QName | Type | Use |
--- | --- | --- | ---
effect_direction | mass_translation_direction | required |
value | xs:double | required |
Source |
    <xs:complexType name="solid_load_uniform_global_mass">
      <xs:attribute name="effect_direction" type="mass_translation_direction" use="required"/>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_form_finding_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | solid_overpressure_increment_form_finding, solid_resulting_overpressure_form_finding, solid_resulting_volume_form_finding, solid_volume_increment_form_finding
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_form_finding_base">
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_form_finding

Namespace | No namespace
Diagram |
Type | extension of solid_load_ff_base
Type hierarchy | solid_load_base_all solid_load_ff_base solid_form_finding
Model | solid_set+ , volume_increment* , resulting_volume* , overpressure_increment* , resulting_overpressure*
Children | overpressure_increment, resulting_overpressure, resulting_volume, solid_set, volume_increment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
Source |
    <xs:complexType name="solid_form_finding">
      <xs:complexContent>
        <xs:extension base="solid_load_ff_base">
          <xs:sequence>
            <xs:element name="volume_increment" type="solid_volume_increment_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="resulting_volume" type="solid_resulting_volume_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="overpressure_increment" type="solid_overpressure_increment_form_finding" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="resulting_overpressure" type="solid_resulting_overpressure_form_finding" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_volume_increment_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar těles s definovaným přírůstkem objemu.
    Shape of solids with defined volume increment will be searched for.
Diagram |
Type | extension of solid_form_finding_base
Type hierarchy | solid_form_finding_base solid_volume_increment_form_finding
Used by |
Element | solid_form_finding/volume_increment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_volume_increment_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar těles s definovaným přírůstkem objemu.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of solids with defined volume increment will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_resulting_volume_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar těles s definovaným objemem.
    Shape of solids with defined volume will be searched for.
Diagram |
Type | extension of solid_form_finding_base
Type hierarchy | solid_form_finding_base solid_resulting_volume_form_finding
Used by |
Element | solid_form_finding/resulting_volume
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_resulting_volume_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar těles s definovaným objemem.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of solids with defined volume will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_overpressure_increment_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar těles s definovaným přírůstkem přetlaku.
    Shape of solids with defined overpressure increment will be searched for.
Diagram |
Type | extension of solid_form_finding_base
Type hierarchy | solid_form_finding_base solid_overpressure_increment_form_finding
Used by |
Element | solid_form_finding/overpressure_increment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_overpressure_increment_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar těles s definovaným přírůstkem přetlaku.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of solids with defined overpressure increment will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_resulting_overpressure_form_finding

Namespace | No namespace
Annotations |
    Bude hledán tvar těles s definovaným přetlakem.
    Shape of solids with defined overpressure will be searched for.
Diagram |
Type | extension of solid_form_finding_base
Type hierarchy | solid_form_finding_base solid_resulting_overpressure_form_finding
Used by |
Element | solid_form_finding/resulting_overpressure
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="solid_resulting_overpressure_form_finding">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Bude hledán tvar těles s definovaným přetlakem.</xs:documentation>
        <xs:documentation xml:lang="en">Shape of solids with defined overpressure will be searched for.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="solid_form_finding_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_rotary_motion

Namespace | No namespace
Diagram |
Type | extension of solid_load_base
Type hierarchy | solid_load_base_all solid_load_base solid_rotary_motion
Model | rotary_motion*
Children | rotary_motion
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
note | xs:string | optional |
solids | references | required |
Source |
    <xs:complexType name="solid_rotary_motion">
      <xs:complexContent>
        <xs:extension base="solid_load_base">
          <xs:sequence>
            <xs:element name="rotary_motion" type="member_load_rotary_motion" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_type_base

Namespace | No namespace
Annotations |
    Imperfekce pro pruty v tlaku.
    Imperfection for members in compression.
Diagram |
Used by |
Complex Types | member_imperfection_type, member_imperfection_type_general
Elements | criterion_type/member_imperfection, local_imperfections_only/member_imperfection, member_imperfection_general_type/member_imperfection
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member | references | required |
Source |
    <xs:complexType name="member_imperfection_type_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Imperfekce pro pruty v tlaku.</xs:documentation>
        <xs:documentation xml:lang="en">Imperfection for members in compression.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="member" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_type

Namespace | No namespace
Diagram |
Type | extension of member_imperfection_type_base
Type hierarchy | member_imperfection_type_base member_imperfection_type
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distances | array_of_double | optional |
member | references | required |
type | distance_type | optional |
y | array_of_double | optional |
z | array_of_double | optional |
Source |
    <xs:complexType name="member_imperfection_type">
      <xs:complexContent>
        <xs:extension base="member_imperfection_type_base">
          <xs:attribute name="y" type="array_of_double"/>
          <xs:attribute name="z" type="array_of_double"/>
          <xs:attribute name="distances" type="array_of_double" use="optional"/>
          <xs:attribute name="type" type="distance_type" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_type_general_one

Namespace | No namespace
Diagram |
Used by |
Elements | member_imperfection_type_general/y, member_imperfection_type_general/z
Model | sign_attributes{0,1}
Children | sign_attributes
Attributes |
QName | Type | Use |
--- | --- | --- | ---
camber | xs:double | optional |
direction | xs:double | optional |
distances | array_of_double | optional |
eccentricity_end | xs:double | optional |
eccentricity_start | xs:double | optional |
type | distance_type | optional |
Source |
    <xs:complexType name="member_imperfection_type_general_one">
      <xs:sequence>
        <xs:element name="sign_attributes" type="member_imperfection_type_general_sign" minOccurs="0" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="direction" type="xs:double"/>
      <xs:attribute name="camber" type="xs:double"/>
      <xs:attribute name="eccentricity_start" type="xs:double"/>
      <xs:attribute name="eccentricity_end" type="xs:double"/>
      <xs:attribute name="distances" type="array_of_double" use="optional"/>
      <xs:attribute name="type" type="distance_type" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_type_general_sign

Namespace | No namespace
Diagram |
Used by |
Element | member_imperfection_type_general_one/sign_attributes
Attributes |
QName | Type | Use |
--- | --- | --- | ---
sign_location_begin | relative | required |
sign_location_end | relative | required |
sign_location_middle | relative | required |
sign_member_begin | reference | required |
sign_member_end | reference | required |
sign_member_middle | reference | required |
Source |
    <xs:complexType name="member_imperfection_type_general_sign">
      <xs:attribute name="sign_member_begin" type="reference" use="required"/>
      <xs:attribute name="sign_member_middle" type="reference" use="required"/>
      <xs:attribute name="sign_member_end" type="reference" use="required"/>
      <xs:attribute name="sign_location_begin" type="relative" use="required"/>
      <xs:attribute name="sign_location_middle" type="relative" use="required"/>
      <xs:attribute name="sign_location_end" type="relative" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_type_general

Namespace | No namespace
Diagram |
Type | extension of member_imperfection_type_base
Type hierarchy | member_imperfection_type_base member_imperfection_type_general
Model | y* , z*
Children | y, z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
member | references | required |
Source |
    <xs:complexType name="member_imperfection_type_general">
      <xs:complexContent>
        <xs:extension base="member_imperfection_type_base">
          <xs:sequence>
            <xs:element name="y" type="member_imperfection_type_general_one" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="z" type="member_imperfection_type_general_one" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type criterion_type

Namespace | No namespace
Annotations |
    Imperfekce se uvažuje pouze pokud je tlaková síla větší než mean_compression (if (N .le. -abs(mean_compression))).
    Imperfection is taken into account only for larger compression force than mean_compression (if (N .le. -abs(mean_compression))).
Diagram |
Used by |
Element | local_imperfections_only/criterion
Model | member_imperfection*
Children | member_imperfection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
mean_compression | double_positive | required |
    Minimální tlaková síla od které uvažovat imperfekci.
    Minimum compression force for imperfection consideration.
Source |
    <xs:complexType name="criterion_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Imperfekce se uvažuje pouze pokud je tlaková síla větší než mean_compression (if (N .le. -abs(mean_compression))).</xs:documentation>
        <xs:documentation xml:lang="en">Imperfection is taken into account only for larger compression force than mean_compression (if (N .le. -abs(mean_compression))).</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="mean_compression" type="double_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Minimální tlaková síla od které uvažovat imperfekci.</xs:documentation>
          <xs:documentation xml:lang="en">Minimum compression force for imperfection consideration.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_imperfection_general_type

Namespace | No namespace
Annotations |
    Imperfekce se uvažuje pouze pokud je tlaková síla větší než mean_compression (if (N .le. -abs(mean_compression))).
    Imperfection is taken into account only for larger compression force than mean_compression (if (N .le. -abs(mean_compression))).
Diagram |
Used by |
Element | local_imperfections_only/member_imperfection_general
Model | member_imperfection*
Children | member_imperfection
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
mean_compression | double_positive | optional |
    Minimální tlaková síla od které uvažovat imperfekci.
    Minimum compression force for imperfection consideration.
mean_compression_from_analysis | reference | optional |
Source |
    <xs:complexType name="member_imperfection_general_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Imperfekce se uvažuje pouze pokud je tlaková síla větší než mean_compression (if (N .le. -abs(mean_compression))).</xs:documentation>
        <xs:documentation xml:lang="en">Imperfection is taken into account only for larger compression force than mean_compression (if (N .le. -abs(mean_compression))).</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="mean_compression_from_analysis" type="reference"/>
      <xs:attribute name="mean_compression" type="double_positive">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Minimální tlaková síla od které uvažovat imperfekci.</xs:documentation>
          <xs:documentation xml:lang="en">Minimum compression force for imperfection consideration.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imperfection_case_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | imperfection_case_sum, initial_sway_via_table, local_imperfections_only, notional_loads_from_load_case, static_deformation, surface_imperfections
Element | solver_input/loading/imperfection_case
Model |
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="imperfection_case_base">
      <xs:sequence>
        <!-- <xs:element name="member_imperfection" type="member_imperfection_type" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="criterion" type="criterion_type" minOccurs="0" maxOccurs="unbounded"/>
          <xs:element name="surface_imperfection" type="surface_imperfection_type" minOccurs="0" maxOccurs="unbounded"/> -->
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_imperfection_base

Namespace | No namespace
Diagram |
Used by |
Element | surface_imperfections/surface_imperfection
Model | node* , line*
Children | line, node
Source |
    <xs:complexType name="surface_imperfection_base">
      <xs:sequence>
        <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="vector">
                <xs:complexType>
                  <xs:attributeGroup ref="vector_3d"/>
                </xs:complexType>
              </xs:element>
            </xs:sequence>
            <xs:attributeGroup ref="point_3d"/>
            <xs:attribute name="value_imperfection_in_z" type="xs:double" use="required"/>
          </xs:complexType>
        </xs:element>
        <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="ref" type="reference" use="required"/>
            <xs:attribute name="value_imperfection_in_z" type="array_of_double" use="required"/>
            <xs:attribute name="distances" type="array_of_double" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Relativní vzdálenost.</xs:documentation>
                <xs:documentation xml:lang="en">Relative distance.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_imperfections

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base surface_imperfections
Model | surface_imperfection*
Children | surface_imperfection
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="surface_imperfections">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:sequence>
            <xs:element name="surface_imperfection" type="surface_imperfection_base" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type local_imperfections_only

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base local_imperfections_only
Model | member_imperfection* , criterion* , member_imperfection_general*
Children | criterion, member_imperfection, member_imperfection_general
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="local_imperfections_only">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:sequence>
            <xs:element name="member_imperfection" type="member_imperfection_type_base" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="criterion" type="criterion_type" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="member_imperfection_general" type="member_imperfection_general_type" minOccurs="0" maxOccurs="unbounded"/>
            <!--<xs:element name="surface_imperfection" type="surface_imperfection_type" minOccurs="0" maxOccurs="unbounded"/>-->
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type notional_loads_from_load_case

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base notional_loads_from_load_case
Model |
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
load_case | reference | required |
multiplier | xs:double | optional |
Source |
    <xs:complexType name="notional_loads_from_load_case">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:attribute name="load_case" type="reference" use="required"/>
          <xs:attribute name="multiplier" type="xs:double" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_sway_via_table

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base initial_sway_via_table
Model | rotation{0,1} , level_imperfection+
Children | level_imperfection, rotation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
level_direction | translation_direction | required |
Source |
    <xs:complexType name="initial_sway_via_table">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
            <xs:element name="level_imperfection" type="level_imperfection_type" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="level_direction" type="translation_direction" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type level_imperfection_type

Namespace | No namespace
Diagram |
Used by |
Element | initial_sway_via_table/level_imperfection
Attributes |
QName | Type | Use |
--- | --- | --- | ---
e_x | xs:double | required |
e_y | xs:double | required |
e_z | xs:double | required |
level | xs:double | required |
Source |
    <xs:complexType name="level_imperfection_type">
      <xs:attribute name="level" type="xs:double" use="required"/>
      <xs:attribute name="e_x" type="xs:double" use="required"/>
      <xs:attribute name="e_y" type="xs:double" use="required"/>
      <xs:attribute name="e_z" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_deformation

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base static_deformation
Used by |
Complex Type | imperfection_eigenmode
Model | rotation{0,1} , reference_location
Children | reference_location, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
direction | mass_translation_direction | required |
id | id | required |
imperfection_magnitude | xs:double | required |
imperfection_magnitude_direction | mass_translation_direction | optional |
    Směr hodnoty imperfekce a směr největší deformace pro možnost "location_with_largest_displacement".
    Scaling direction and largest displacement direction for option "location_with_largest_displacement".
Source |
    <xs:complexType name="static_deformation">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:sequence>
            <xs:element name="rotation" type="rotation_base" minOccurs="0"/>
            <!-- <xs:element name="source" type="source_type"/> -->
            <xs:element name="reference_location" type="reference_location_type"/>
          </xs:sequence>
          <xs:attribute name="analysis" type="reference" use="required"/>
          <xs:attribute name="direction" type="mass_translation_direction" use="required"/>
          <xs:attribute name="imperfection_magnitude" type="xs:double" use="required"/>
          <xs:attribute name="imperfection_magnitude_direction" type="mass_translation_direction" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Směr hodnoty imperfekce a směr největší deformace pro možnost "location_with_largest_displacement".</xs:documentation>
              <xs:documentation xml:lang="en">Scaling direction and largest displacement direction for option "location_with_largest_displacement".</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reference_location_type

Namespace | No namespace
Diagram |
Used by |
Element | static_deformation/reference_location
Complex Types | location_with_largest_displacement, node
Source |
    <xs:complexType name="reference_location_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imperfection_eigenmode

Namespace | No namespace
Diagram |
Type | extension of static_deformation
Type hierarchy | imperfection_case_base static_deformation imperfection_eigenmode
Model | rotation{0,1} , reference_location
Children | reference_location, rotation
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
direction | mass_translation_direction | required |
id | id | required |
imperfection_magnitude | xs:double | required |
imperfection_magnitude_direction | mass_translation_direction | optional |
    Směr hodnoty imperfekce a směr největší deformace pro možnost "location_with_largest_displacement".
    Scaling direction and largest displacement direction for option "location_with_largest_displacement".
mode | reference | required |
Source |
    <xs:complexType name="imperfection_eigenmode">
      <xs:complexContent>
        <xs:extension base="static_deformation">
          <xs:attribute name="mode" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imperfection_case_sum

Namespace | No namespace
Diagram |
Type | extension of imperfection_case_base
Type hierarchy | imperfection_case_base imperfection_case_sum
Model | imperfection_case_assignement+
Children | imperfection_case_assignement
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="imperfection_case_sum">
      <xs:complexContent>
        <xs:extension base="imperfection_case_base">
          <xs:sequence>
            <xs:element name="imperfection_case_assignement" type="imperfection_case_assignement_type" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type imperfection_case_assignement_type

Namespace | No namespace
Diagram |
Used by |
Element | imperfection_case_sum/imperfection_case_assignement
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | reference | required |
Source |
    <xs:complexType name="imperfection_case_assignement_type">
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="factor" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type source_type

Namespace | No namespace
Diagram |
Used by |
Complex Types | source_load_case, source_load_combination
Source |
    <xs:complexType name="source_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type source_load_case

Namespace | No namespace
Diagram |
Type | extension of source_type
Type hierarchy | source_type source_load_case
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:complexType name="source_load_case">
      <xs:complexContent>
        <xs:extension base="source_type">
          <xs:attribute name="ref" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type source_load_combination

Namespace | No namespace
Diagram |
Type | extension of source_type
Type hierarchy | source_type source_load_combination
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:complexType name="source_load_combination">
      <xs:complexContent>
        <xs:extension base="source_type">
          <xs:attribute name="ref" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type location_with_largest_displacement

Namespace | No namespace
Diagram |
Type | extension of reference_location_type
Type hierarchy | reference_location_type location_with_largest_displacement
Source |
    <xs:complexType name="location_with_largest_displacement">
      <xs:complexContent>
        <xs:extension base="reference_location_type"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type node

Namespace | No namespace
Diagram |
Type | extension of reference_location_type
Type hierarchy | reference_location_type node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:complexType name="node">
      <xs:complexContent>
        <xs:extension base="reference_location_type">
          <xs:attribute name="ref" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type construction_stage_type

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/construction_stages/construction_stage
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
time | xs:double | optional |
    Čas trvání fáze.
    Time of stage duration.
Source |
    <xs:complexType name="construction_stage_type">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="time" type="xs:double">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Čas trvání fáze.</xs:documentation>
          <xs:documentation xml:lang="en">Time of stage duration.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <!--<xs:attribute name="members" type="references"/>
        <xs:attribute name="surfaces" type="references"/>
        <xs:attribute name="solids" type="references"/>
        <xs:attribute name="nodes" type="references"/>-->
      <!--<xs:attribute name="continuity_at_existing_node" type="construction_stage_continuity_at_existing_node_type"/>-->
      <!--<xs:attribute name="new_nodes_position" type="construction_stage_new_nodes_position_type"/>-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type construction_stage_continuity_at_existing_node_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | TANGENTIAL |
enumeration | NON_TANGENTIAL |
Source |
    <xs:simpleType name="construction_stage_continuity_at_existing_node_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="TANGENTIAL"/>
        <xs:enumeration value="NON_TANGENTIAL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type construction_stage_new_nodes_position_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ORIGINAL |
enumeration | IN_TANGENTIAL_DIRECTION |
Source |
    <xs:simpleType name="construction_stage_new_nodes_position_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ORIGINAL"/>
        <xs:enumeration value="IN_TANGENTIAL_DIRECTION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type xfem_expand_discontinuity_base

Namespace | No namespace
Diagram |
Used by |
Element | discontinuity_base/expand_discontinuity
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximal_principal_stress | xs:double | required |
possible_expand_crack_in_solids | references | required |
Source |
    <xs:complexType name="xfem_expand_discontinuity_base">
      <!--Návrh pro šíření trhliny, k diskuzi-->
      <xs:attribute name="possible_expand_crack_in_solids" type="references" use="required"/>
      <xs:attribute name="maximal_principal_stress" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type xfem_global_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/discontinuities/global_settings
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor_for_mesh_crack_from_global_mesh | xs:double | optional |
size_mesh_crack | xs:double | optional |
Source |
    <xs:complexType name="xfem_global_settings">
      <!--Návrh pro nastavení nespojitostí (slouží pro jednodušší práci s nastavením výpočtu pro vstupní data, není pro uživatele (zatím))-->
      <!--<xs:attribute name="calculate_with_cracks" type="references" use="optional"/>-->
      <xs:attribute name="size_mesh_crack" type="xs:double" use="optional"/>
      <xs:attribute name="factor_for_mesh_crack_from_global_mesh" type="xs:double" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type discontinuities

Namespace | No namespace
Diagram |
Model | discontinuity*
Children | discontinuity
Source |
    <xs:complexType name="discontinuities">
      <xs:sequence>
        <xs:element name="discontinuity" type="discontinuity_base" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type discontinuity_base

Namespace | No namespace
Diagram |
Used by |
Elements | discontinuities/discontinuity, solver_input/discontinuities/discontinuity
Complex Types | crack, opening, solid_as_xfem
Model | expand_discontinuity{0,1}
Children | expand_discontinuity
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:complexType name="discontinuity_base">
      <xs:sequence>
        <xs:element name="expand_discontinuity" type="xfem_expand_discontinuity_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="in_solids" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surfaces_discontinuity

Namespace | No namespace
Diagram |
Used by |
Elements | crack/surfaces, opening/surfaces
Model | surface*
Children | surface
Source |
    <xs:complexType name="surfaces_discontinuity">
      <xs:sequence>
        <xs:element name="surface" type="surface_discontinuity" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type surface_discontinuity

Namespace | No namespace
Diagram |
Type | extension of surface_base
Type hierarchy | surface_base surface_discontinuity
Used by |
Element | surfaces_discontinuity/surface
Model | geometry_definition{0,1} , line_hinge* , axes_rotation* , intersection_definition*
Children | axes_rotation, geometry_definition, intersection_definition, line_hinge
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
integrated_lines | references | optional |
integrated_lines_independent | references | optional |
integrated_nodes | references | optional |
integrated_nodes_independent | references | optional |
integrated_openings | references | optional |
integrated_surfaces | references | optional |
integrated_surfaces_independent | references | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="surface_discontinuity">
      <xs:complexContent>
        <xs:extension base="surface_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type crack

Namespace | No namespace
Diagram |
Type | extension of discontinuity_base
Type hierarchy | discontinuity_base crack
Model | expand_discontinuity{0,1} , nodes , lines , surfaces
Children | expand_discontinuity, lines, nodes, surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:complexType name="crack">
      <xs:complexContent>
        <xs:extension base="discontinuity_base">
          <xs:sequence>
            <xs:element name="nodes" type="nodes"/>
            <xs:element name="lines" type="lines"/>
            <xs:element name="surfaces" type="surfaces_discontinuity"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type opening

Namespace | No namespace
Diagram |
Type | extension of discontinuity_base
Type hierarchy | discontinuity_base opening
Model | expand_discontinuity{0,1} , nodes , lines , surfaces
Children | expand_discontinuity, lines, nodes, surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:complexType name="opening">
      <xs:complexContent>
        <xs:extension base="discontinuity_base">
          <xs:sequence>
            <xs:element name="nodes" type="nodes"/>
            <xs:element name="lines" type="lines"/>
            <xs:element name="surfaces" type="surfaces_discontinuity"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type solid_as_xfem

Namespace | No namespace
Diagram |
Type | extension of discontinuity_base
Type hierarchy | discontinuity_base solid_as_xfem
Model | expand_discontinuity{0,1}
Children | expand_discontinuity
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
in_solids | references | required |
Source |
    <xs:complexType name="solid_as_xfem">
      <xs:complexContent>
        <xs:extension base="discontinuity_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type mesh_refinement_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/mesh_settings/refinement_settings
Model | nodal_mesh_refinement* , line_mesh_refinement* , radial_mesh_refinement* , member_mesh_refinement* , surface_mesh_refinement* , surface_mesh_refinement_triangle{0,1} , solid_mesh_refinement* , surface_reverse_local_axis{0,1} , prefer_mapped_mesh{0,1} , prefer_mapped_mesh_on_member{0,1} , solid_layered_mesh* , auto_mesh_refinement{0,1}
Children | auto_mesh_refinement, line_mesh_refinement, member_mesh_refinement, nodal_mesh_refinement, prefer_mapped_mesh, prefer_mapped_mesh_on_member, radial_mesh_refinement, solid_layered_mesh, solid_mesh_refinement, surface_mesh_refinement, surface_mesh_refinement_triangle, surface_reverse_local_axis
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
excluded_nodes | references | optional |
    Vyřadí uzly ze sítě.
    Nodes are excluded from mesh.
Source |
    <xs:complexType name="mesh_refinement_settings">
      <xs:sequence>
        <xs:element name="nodal_mesh_refinement" type="nodal_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="line_mesh_refinement" type="line_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="radial_mesh_refinement" type="radial_mesh_refinement_base" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="member_mesh_refinement" type="member_mesh_refinement_distance" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surface_mesh_refinement" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="surfaces" type="references" use="required"/>
            <xs:attribute name="average_finite_element_length" type="xs:double" use="required"/>
          </xs:complexType>
        </xs:element>
        <xs:element name="surface_mesh_refinement_triangle" minOccurs="0" maxOccurs="1">
          <xs:complexType>
            <xs:attribute name="on_surfaces" type="references" use="required"/>
          </xs:complexType>
        </xs:element>
        <xs:element name="solid_mesh_refinement" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="solids" type="references"/>
            <xs:attribute name="average_finite_element_length" type="xs:double"/>
          </xs:complexType>
        </xs:element>
        <!--INVS, pro plochy otáčí lokální systém oproti globálnímu nastavení-->
        <xs:element name="surface_reverse_local_axis" minOccurs="0">
          <xs:complexType>
            <xs:attribute name="surfaces" type="references" use="required"/>
          </xs:complexType>
        </xs:element>
        <!--QUEX, pro plochy s timto priznakem se preferuje mapovaná síť-->
        <xs:element name="prefer_mapped_mesh" minOccurs="0">
          <xs:complexType>
            <xs:attribute name="all_surfaces" type="xs:boolean" use="required"/>
            <xs:attribute name="surfaces" type="references"/>
          </xs:complexType>
        </xs:element>
        <!--DENB, Pokud je volný prutový makroprvek (tedy takový, který není připojen k plošnému) definován pomocí linie typu úsečka nebo polyline, pak se tento makroprvek nedělí dle globální velikosti elementu, ale dělí se pouze na 1 dílek. -->
        <xs:element name="prefer_mapped_mesh_on_member" minOccurs="0">
          <xs:complexType>
            <xs:attribute name="all_members" type="xs:boolean" use="required"/>
            <xs:attribute name="members" type="references"/>
          </xs:complexType>
        </xs:element>
        <!--CLRS, definuje na tělesech požadovaný počet vrstev mezi definičními plochami (default je 1).-->
        <xs:element name="solid_layered_mesh" minOccurs="0" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="solid" type="reference" use="required"/>
            <xs:attribute name="definition_surface" type="reference" use="required"/>
            <xs:attribute name="according_mesh_settings" type="xs:boolean"/>
            <xs:attribute name="finite_element_layers_count" type="xs:unsignedInt"/>
          </xs:complexType>
        </xs:element>
        <!--Automatic mesh refinement-->
        <xs:element name="auto_mesh_refinement" minOccurs="0" maxOccurs="1">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Automatické zjemnění sítě na základě odhadu chyby pomocí knihovny MEER.</xs:documentation>
            <xs:documentation xml:lang="en">Automatic mesh refinement based on the error estimate using MEER.</xs:documentation>
          </xs:annotation>
          <xs:complexType>
            <xs:attribute name="analysis" type="reference" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Číslo analýzy pro zjemňování.</xs:documentation>
                <xs:documentation xml:lang="en">Analysis number for refinement.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
            <xs:attribute name="target_error" type="double_positive" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Požadovaná chyba řešení.</xs:documentation>
                <xs:documentation xml:lang="en">Required global energy error.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
            <xs:attribute name="max_iter" type="xs:unsignedInt" use="required">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Maximální počet opakování v případě nedosažitelného požadovaného odhadu chyby.</xs:documentation>
                <xs:documentation xml:lang="en">Maximum number of iterations in case of unattainable required error estimate.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
            <xs:attribute name="min_elements_length" type="double_positive" use="optional">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Minimální velikost prvků sítě.</xs:documentation>
                <xs:documentation xml:lang="en">Minimum elements length.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="excluded_nodes" type="references">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Vyřadí uzly ze sítě.</xs:documentation>
          <xs:documentation xml:lang="en">Nodes are excluded from mesh.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_mesh_refinement_base

Namespace | No namespace
Diagram |
Used by |
Element | mesh_refinement_settings/nodal_mesh_refinement
Complex Types | nodal_mesh_refinement_circular, nodal_mesh_refinement_rectangular
Model | point*
Children | point
Attributes |
QName | Type | Use |
--- | --- | --- | ---
nodes | references | optional |
Source |
    <xs:complexType name="nodal_mesh_refinement_base">
      <xs:sequence>
        <xs:element name="point" type="point_3d" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="nodes" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_mesh_refinement_base

Namespace | No namespace
Diagram |
Used by |
Element | mesh_refinement_settings/line_mesh_refinement
Complex Types | line_mesh_refinement_gradually, line_mesh_refinement_number_of_finite_elements, line_mesh_refinement_target_finite_element_length
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers_count | xs:unsignedInt | required |
lines | references | required |
Source |
    <xs:complexType name="line_mesh_refinement_base">
      <xs:attribute name="lines" type="references" use="required"/>
      <xs:attribute name="layers_count" type="xs:unsignedInt" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type radial_mesh_refinement_base

Namespace | No namespace
Diagram |
Used by |
Element | mesh_refinement_settings/radial_mesh_refinement
Complex Type | radial_mesh
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
lines | references | optional |
    Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.
    Type of line that forms the opening or list of lines that form the opening..
Source |
    <xs:complexType name="radial_mesh_refinement_base">
      <xs:attribute name="lines" type="references" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.</xs:documentation>
          <xs:documentation xml:lang="en">Type of line that forms the opening or list of lines that form the opening..</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type member_mesh_refinement_distance

Namespace | No namespace
Diagram |
Used by |
Element | mesh_refinement_settings/member_mesh_refinement
Attributes |
QName | Type | Use |
--- | --- | --- | ---
distances | array_of_double | required |
members | references | required |
node_id | references | optional |
type | distance_type | required |
Source |
    <xs:complexType name="member_mesh_refinement_distance">
      <xs:attribute name="members" type="references" use="required"/>
      <xs:attribute name="distances" type="array_of_double" use="required"/>
      <xs:attribute name="type" type="distance_type" use="required"/>
      <xs:attribute name="node_id" type="references" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type entity_selection

Namespace | No namespace
Diagram |
Used by |
Elements | mesh_independent_connection_settings/refinement/around/line/entity_selection, mesh_independent_connection_settings/refinement/around/node/entity_selection, mesh_independent_connection_settings/refinement/block/entity_selection, mesh_independent_connection_settings/refinement/cylinder/entity_selection
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="entity_selection">
      <xs:attribute name="members" type="references"/>
      <xs:attribute name="surfaces" type="references"/>
      <xs:attribute name="solids" type="references"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type mesh_independent_connection_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/mesh_settings/independent_mesh_settings
Model | mesh_technology , refinement{0,1}
Children | mesh_technology, refinement
Source |
    <xs:complexType name="mesh_independent_connection_settings">
      <xs:sequence>
        <xs:element name="mesh_technology" type="independent_mesh_technology_base">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Metoda eliminace nezávisle připojeného uzlu.</xs:documentation>
            <xs:documentation xml:lang="en">Elimination method of independently connected node.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="refinement" minOccurs="0">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="automatic" type="automatic_mesh_refinement_base" minOccurs="0"/>
              <xs:element name="block" minOccurs="0" maxOccurs="unbounded">
                <xs:complexType>
                  <xs:sequence>
                    <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
                        <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
                      </xs:annotation>
                    </xs:element>
                    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                      </xs:annotation>
                    </xs:element>
                  </xs:sequence>
                  <xs:attribute name="level" type="xs:unsignedInt">
                    <xs:annotation>
                      <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                      <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                    </xs:annotation>
                  </xs:attribute>
                </xs:complexType>
              </xs:element>
              <xs:element name="cylinder" minOccurs="0" maxOccurs="unbounded">
                <xs:complexType>
                  <xs:sequence>
                    <xs:element name="node" type="point_3d" minOccurs="2" maxOccurs="2">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Souřadnice rohu.</xs:documentation>
                        <xs:documentation xml:lang="en">Corner coordinates.</xs:documentation>
                      </xs:annotation>
                    </xs:element>
                    <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                      <xs:annotation>
                        <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                        <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                      </xs:annotation>
                    </xs:element>
                  </xs:sequence>
                  <xs:attribute name="radius" type="xs:double" use="required"/>
                  <xs:attribute name="level" type="xs:unsignedInt">
                    <xs:annotation>
                      <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                      <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                    </xs:annotation>
                  </xs:attribute>
                </xs:complexType>
              </xs:element>
              <xs:element name="around" minOccurs="0">
                <xs:complexType>
                  <xs:sequence>
                    <xs:element name="node" minOccurs="0" maxOccurs="unbounded">
                      <xs:complexType>
                        <xs:sequence>
                          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                            <xs:annotation>
                              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                            </xs:annotation>
                          </xs:element>
                        </xs:sequence>
                        <xs:attribute name="refs" type="references" use="required"/>
                        <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
                        <xs:attribute name="distance" type="double_positive" use="required"/>
                        <xs:attribute name="level" type="xs:unsignedInt">
                          <xs:annotation>
                            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                          </xs:annotation>
                        </xs:attribute>
                      </xs:complexType>
                    </xs:element>
                    <xs:element name="line" minOccurs="0" maxOccurs="unbounded">
                      <xs:complexType>
                        <xs:sequence>
                          <xs:element name="entity_selection" type="entity_selection" minOccurs="0">
                            <xs:annotation>
                              <xs:documentation xml:lang="cs">Specifický výběr entit k zahuštění (jinak všechny).</xs:documentation>
                              <xs:documentation xml:lang="en">A specific selection of refinement entities (otherwise all).</xs:documentation>
                            </xs:annotation>
                          </xs:element>
                        </xs:sequence>
                        <xs:attribute name="refs" type="references" use="required"/>
                        <!--<xs:attribute name="only_master" type="xs:boolean"/>-->
                        <xs:attribute name="distance" type="double_positive" use="required"/>
                        <xs:attribute name="level" type="xs:unsignedInt">
                          <xs:annotation>
                            <xs:documentation xml:lang="cs">Prvek je rozdělen 2^(n-1) krát.</xs:documentation>
                            <xs:documentation xml:lang="en">Element is divided 2^(n-1) times at maximum.</xs:documentation>
                          </xs:annotation>
                        </xs:attribute>
                      </xs:complexType>
                    </xs:element>
                  </xs:sequence>
                </xs:complexType>
              </xs:element>
            </xs:sequence>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_technology_base

Namespace | No namespace
Annotations |
    Roznos parametrů v případě nezávislé sítě.
    Parameter distribution in case of independent mesh.
Diagram |
Used by |
Elements | mesh_independent_connection_settings/mesh_technology, solver_input/structure/global_settings/independent_mesh_technology
Complex Types | independent_mesh_automatic, independent_mesh_cubic, independent_mesh_linear, independent_mesh_quadratic, independent_mesh_spherical_region, independent_mesh_spherical_region_selection, independent_mesh_weights
Source |
    <xs:complexType name="independent_mesh_technology_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Roznos parametrů v případě nezávislé sítě.</xs:documentation>
        <xs:documentation xml:lang="en">Parameter distribution in case of independent mesh.</xs:documentation>
      </xs:annotation>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_mesh_refinement_base

Namespace | No namespace
Diagram |
Used by |
Element | mesh_independent_connection_settings/refinement/automatic
Complex Types | automatic_mesh_refinement_default, automatic_mesh_refinement_user_values
Source |
    <xs:complexType name="automatic_mesh_refinement_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_mesh_refinement_default

Namespace | No namespace
Diagram |
Type | extension of automatic_mesh_refinement_base
Type hierarchy | automatic_mesh_refinement_base automatic_mesh_refinement_default
Source |
    <xs:complexType name="automatic_mesh_refinement_default">
      <xs:complexContent>
        <xs:extension base="automatic_mesh_refinement_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_mesh_refinement_user_values

Namespace | No namespace
Diagram |
Type | extension of automatic_mesh_refinement_base
Type hierarchy | automatic_mesh_refinement_base automatic_mesh_refinement_user_values
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
layers_number | xs:unsignedInt | optional |
    Počet vrstev zahuštění.
    Number of refined layers.
max_division_level | xs:unsignedInt | optional |
    Prevence zacyklení (doporučená hodnota = 10, bez limitu = 0). Prvek je rozdělen maximálně 2^(n-1) krát.
    Loop prevention (the recommended value = 10, without limit = 0). Element is divided 2^(n-1) times at maximum.
refine_master | xs:boolean | required |
refine_slave | xs:boolean | required |
refinement_style | refinement_style_type | optional |
    Styl zahuštění, aby maximální poměr velikostí přilehlých elementů byl 2:1 - po každé vrstvě / ve finální vrstvě.
    Refinement style so the max size ratio of adjacent elements is 2:1 - after each layer / final layer.
Source |
    <xs:complexType name="automatic_mesh_refinement_user_values">
      <xs:complexContent>
        <xs:extension base="automatic_mesh_refinement_base">
          <xs:attribute name="refine_master" type="xs:boolean" use="required"/>
          <xs:attribute name="refine_slave" type="xs:boolean" use="required"/>
          <xs:attribute name="layers_number" type="xs:unsignedInt">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet vrstev zahuštění.</xs:documentation>
              <xs:documentation xml:lang="en">Number of refined layers.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="refinement_style" type="refinement_style_type">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Styl zahuštění, aby maximální poměr velikostí přilehlých elementů byl 2:1 - po každé vrstvě / ve finální vrstvě.</xs:documentation>
              <xs:documentation xml:lang="en">Refinement style so the max size ratio of adjacent elements is 2:1 - after each layer / final layer.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="max_division_level" type="xs:unsignedInt">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Prevence zacyklení (doporučená hodnota = 10, bez limitu = 0). Prvek je rozdělen maximálně 2^(n-1) krát.</xs:documentation>
              <xs:documentation xml:lang="en">Loop prevention (the recommended value = 10, without limit = 0). Element is divided 2^(n-1) times at maximum.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type refinement_style_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | EACH_LAYER |
enumeration | FINAL_LAYER |
Used by |
Attribute | automatic_mesh_refinement_user_values/@refinement_style
Source |
    <xs:simpleType name="refinement_style_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="EACH_LAYER"/>
        <xs:enumeration value="FINAL_LAYER"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type mesh_global_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/mesh_settings/global_settings
Model | free_member_division_settings{0,1} , maximal_finite_element_limits{0,1}
Children | free_member_division_settings, maximal_finite_element_limits
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
connect_nodes_on_free_members | xs:boolean | optional |
divide_lines_with_nodes_lying_on_them | xs:boolean | optional |
error_for_surfaces_without_elements | xs:boolean | optional |
    Default = false. Parametr sloužící k hlášení chyby při generování sítě (id. 63), při vymizení všech konečných prvků na ploše.
    Default = false. Parameter used to report an error during mesh generation (id. 63), when all finite elements on the surface disappear.
finish_surface_mesh_even_solid_mesh_generation_failed | xs:boolean | optional |
generate_elastic_mesh | xs:boolean | optional |
generate_same_squares_where_possible | xs:boolean | optional |
generate_simple_mesh | xs:boolean | optional |
maximal_node_and_line_integration_distance | xs:double | optional |
maximal_out_of_plane_inclination_of_quadrangle_element | xs:double | optional |
maximal_ratio_of_finite_element_rectangle_diagonals | xs:double | optional |
required_average_lenght_of_finite_elements | xs:double | optional |
required_average_length_of_finite_elements | xs:double | required |
shape_of_finite_elements | shape_of_finite_elements_type | optional |
solid_mesh_generator | solid_mesh_generator_type | optional |
solid_preventive_refinement_maximal_elements_count | xs:unsignedInt | optional |
Source |
    <xs:complexType name="mesh_global_settings">
      <xs:sequence>
        <!--nastavení dělení pro volné pruty, viz. dokumentace BEAM, BEAMN-->
        <xs:element name="free_member_division_settings" minOccurs="0">
          <xs:complexType>
            <!--počet dílků na volném prutu a dále minimální a maximální velikost dílku, pokud by velikost dílku pro daný prut vyšla menší než minimální nebo větší než maximální, tak se počet dílků příslušně upraví.-->
            <xs:attribute name="finite_elements_count" type="xs:unsignedInt" use="required"/>
            <!--počet dílků na volném prutu-->
            <xs:attribute name="min_finite_element_length" type="xs:double" use="required"/>
            <xs:attribute name="max_finite_element_length" type="xs:double" use="required"/>
            <xs:attribute name="finite_element_length_on_curved_member" type="xs:double" use="optional"/>
            <xs:attribute name="average_lenght_of_finite_elements" type="xs:double"/>
            <!--průměrná délka dílku na volných prutech-->
          </xs:complexType>
        </xs:element>
        <!--Je–li tento počet překročen, program se zeptá, zda má pokračovat.-->
        <xs:element name="maximal_finite_element_limits" minOccurs="0">
          <xs:complexType>
            <xs:attribute name="mesh_nodes" type="xs:unsignedInt"/>
            <xs:attribute name="member_elements" type="xs:unsignedInt"/>
            <xs:attribute name="surface_elements" type="xs:unsignedInt"/>
            <xs:attribute name="solid_elements" type="xs:unsignedInt"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <!--globální dělení - průměrná délka dílku v síti-->
      <xs:attribute name="required_average_length_of_finite_elements" type="xs:double" use="required"/>
      <!--zachovani zpetne kompatibility, smazat-->
      <xs:attribute name="required_average_lenght_of_finite_elements" type="xs:double"/>
      <xs:attribute name="maximal_node_and_line_integration_distance" type="xs:double"/>
      <!--CF_MIN, vzdálenost pro vložení bodu do křivky (1.e-5) [0., 0.5]-->
      <xs:attribute name="maximal_ratio_of_finite_element_rectangle_diagonals" type="xs:double"/>
      <!--CF_DIAG, maximální poměr úhlopříček ve 4-úhelníku (1.8) [1., 10.]-->
      <xs:attribute name="maximal_out_of_plane_inclination_of_quadrangle_element" type="xs:double"/>
      <!--CF_PLAN, maximální odchylka 4-úhelníku od roviny ve stupních (0.5) [0., 30.]-->
      <!--CF_TRI, generovat pouze 3-úhelníky?(0), CF_QUON, generovat pouze 4-úhelníky?(0)-->
      <xs:attribute name="shape_of_finite_elements" type="shape_of_finite_elements_type"/>
      <xs:attribute name="generate_same_squares_where_possible" type="xs:boolean"/>
      <!--CF_QUAD-->
      <xs:attribute name="generate_simple_mesh" type="xs:boolean"/>
      <!--CF_SIM, generovat síť s minimálním počtem prvků (simple mesh) ?(0)-->
      <xs:attribute name="divide_lines_with_nodes_lying_on_them" type="xs:boolean"/>
      <!--CF_INTB, vkládat uzly do linií, které jsou pouze prutové? (1)-->
      <xs:attribute name="solid_mesh_generator" type="solid_mesh_generator_type"/>
      <!--CF_INDF-->
      <xs:attribute name="connect_nodes_on_free_members" type="xs:boolean"/>
      <!--CF_T3D, volat pro generování obecných těles T3D generátor? (0)-->
      <xs:attribute name="generate_elastic_mesh" type="xs:boolean"/>
      <!--CF_ELA, generovat nový typ sítě “pružná síť“ (1)-->
      <xs:attribute name="finish_surface_mesh_even_solid_mesh_generation_failed" type="xs:boolean"/>
      <!--CF_TOL, dokončit plošnou síť i při chybě během generování tělesa (používá se pouze pro ladění!“) (0)-->
      <!--CF_AREF, maximalní počet tělesových prvků v tisících při použití preventivního zahuštění. Preventivní zahuštění se použije na obvodových plochách těles,
                          pokud je riziko, že při stávajícím dělení by na těchto plochách mohla vzniknout špatná síť a v důsledku toho by se některé těleso nevygenerovalo.
                          Pokud je hodnota nula, tak se preventivní zahuštění nepoužije.(0)-->
      <xs:attribute name="solid_preventive_refinement_maximal_elements_count" type="xs:unsignedInt"/>
      <xs:attribute name="error_for_surfaces_without_elements" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Default = false. Parametr sloužící k hlášení chyby při generování sítě (id. 63), při vymizení všech konečných prvků na ploše.</xs:documentation>
          <xs:documentation xml:lang="en">Default = false. Parameter used to report an error during mesh generation (id. 63), when all finite elements on the surface disappear.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type shape_of_finite_elements_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | TRIANGLES_AND_QUADRANGLES |
enumeration | QUADRANGLES_ONLY |
enumeration | TRIANGLES_ONLY |
Used by |
Attribute | mesh_global_settings/@shape_of_finite_elements
Source |
    <xs:simpleType name="shape_of_finite_elements_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="TRIANGLES_AND_QUADRANGLES"/>
        <xs:enumeration value="QUADRANGLES_ONLY"/>
        <xs:enumeration value="TRIANGLES_ONLY"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type solid_mesh_generator_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ONLY_GENEX |
enumeration | GENEX_AND_T3D_FOR_GENEX |
Used by |
Attribute | mesh_global_settings/@solid_mesh_generator
Source |
    <xs:simpleType name="solid_mesh_generator_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ONLY_GENEX"/>
        <xs:enumeration value="GENEX_AND_T3D_FOR_GENEX"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type nodal_mesh_refinement_circular_types

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | RADIAL |
enumeration | GRADUALLY |
enumeration | RADIAL_AND_GRADUALLY_COMBINED |
enumeration | TRAPEZOID |
Used by |
Attribute | nodal_mesh_refinement_circular/@type
Source |
    <xs:simpleType name="nodal_mesh_refinement_circular_types">
      <xs:restriction base="xs:string">
        <!--DENW, odpovídá zahušťování v soustředných kruzích (W – Wheel)-->
        <xs:enumeration value="RADIAL"/>
        <!--DENG, postupné zahušťování s maximálním využitím 4-úhelníkových prvků (G – gradually).-->
        <xs:enumeration value="GRADUALLY"/>
        <!--kombinace "denw" a "deng" použije se DENG, ale pokud by existovala kruhová nebo oblouková linie se středem ve středu zahuštění, tak se použije DENW-->
        <xs:enumeration value="RADIAL_AND_GRADUALLY_COMBINED"/>
        <!--DENQ, speciální typ zahušťování pomocí lichoběžníkových elementů. Tvar zahuštění je pevně dán, takže jeho poloměr se ignoruje (je v podstatě roven délce dílku na obvodu zahušťování).
              Působnost zahuštění je omezena na rovinné makroprvky v jejichž rovině leží střed zahušťování.-->
        <xs:enumeration value="TRAPEZOID"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_mesh_refinement_circular

Namespace | No namespace
Diagram |
Type | extension of nodal_mesh_refinement_base
Type hierarchy | nodal_mesh_refinement_base nodal_mesh_refinement_circular
Model | point*
Children | point
Attributes |
QName | Type | Use |
--- | --- | --- | ---
equidistant_1D_element | xs:boolean | optional |
inner_finite_element_length | xs:double | required |
nodes | references | optional |
outer_finite_element_length | xs:double | required |
radius | xs:double | required |
specific_surfaces | references | optional |
type | nodal_mesh_refinement_circular_types | required |
Source |
    <xs:complexType name="nodal_mesh_refinement_circular">
      <xs:complexContent>
        <xs:extension base="nodal_mesh_refinement_base">
          <xs:attribute name="type" type="nodal_mesh_refinement_circular_types" use="required"/>
          <xs:attribute name="radius" type="xs:double" use="required"/>
          <xs:attribute name="inner_finite_element_length" type="xs:double" use="required"/>
          <xs:attribute name="outer_finite_element_length" type="xs:double" use="required"/>
          <xs:attribute name="equidistant_1D_element" type="xs:boolean" use="optional"/>
          <xs:attribute name="specific_surfaces" type="references" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nodal_mesh_refinement_rectangular

Namespace | No namespace
Diagram |
Type | extension of nodal_mesh_refinement_base
Type hierarchy | nodal_mesh_refinement_base nodal_mesh_refinement_rectangular
Model | point* , vectorU , vectorV
Children | point, vectorU, vectorV
Attributes |
QName | Type | Use |
--- | --- | --- | ---
inside_finite_element_length | xs:double | required |
nodes | references | optional |
Source |
    <xs:complexType name="nodal_mesh_refinement_rectangular">
      <xs:complexContent>
        <xs:extension base="nodal_mesh_refinement_base">
          <xs:sequence>
            <!--<xs:element name="rectangle_corner" type="point_3d"/>-->
            <!--to same co nodes, proto yakomentovano-->
            <xs:element name="vectorU">
              <xs:complexType>
                <xs:attributeGroup ref="vector_3d"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="vectorV">
              <xs:complexType>
                <xs:attributeGroup ref="vector_3d"/>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="inside_finite_element_length" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_mesh_refinement_target_finite_element_length

Namespace | No namespace
Diagram |
Type | extension of line_mesh_refinement_base
Type hierarchy | line_mesh_refinement_base line_mesh_refinement_target_finite_element_length
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers_count | xs:unsignedInt | required |
length | xs:double | required |
lines | references | required |
Source |
    <xs:complexType name="line_mesh_refinement_target_finite_element_length">
      <xs:complexContent>
        <xs:extension base="line_mesh_refinement_base">
          <xs:attribute name="length" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_mesh_refinement_number_of_finite_elements

Namespace | No namespace
Diagram |
Type | extension of line_mesh_refinement_base
Type hierarchy | line_mesh_refinement_base line_mesh_refinement_number_of_finite_elements
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers_count | xs:unsignedInt | required |
lines | references | required |
number_of_finite_elements | xs:unsignedInt | required |
Source |
    <xs:complexType name="line_mesh_refinement_number_of_finite_elements">
      <xs:complexContent>
        <xs:extension base="line_mesh_refinement_base">
          <xs:attribute name="number_of_finite_elements" type="xs:unsignedInt" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type line_mesh_refinement_gradually

Namespace | No namespace
Diagram |
Type | extension of line_mesh_refinement_base
Type hierarchy | line_mesh_refinement_base line_mesh_refinement_gradually
Attributes |
QName | Type | Use |
--- | --- | --- | ---
layers_count | xs:unsignedInt | required |
lines | references | required |
number_of_rows | xs:unsignedInt | required |
Source |
    <xs:complexType name="line_mesh_refinement_gradually">
      <xs:complexContent>
        <xs:extension base="line_mesh_refinement_base">
          <xs:attribute name="number_of_rows" type="xs:unsignedInt" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type radial_mesh

Namespace | No namespace
Diagram |
Type | extension of radial_mesh_refinement_base
Type hierarchy | radial_mesh_refinement_base radial_mesh
Attributes |
QName | Type | Default | Use | Annotation
--- | --- | --- | --- | ---
layers | reference | 1 | optional |
    Pocet vrstev.
    Number of model layers.
lines | references |  | optional |
    Typ linie, ktera tvori otvor nebo seznam linii, ktere tvori otvor.
    Type of line that forms the opening or list of lines that form the opening..
segments | reference | 8 | optional |
    Pocet dilku na krivce otvoru.
    Number of segments along the opening curve.
surface | integer_positive |  | required |
    Cislo plochy.
    Surface number.
Source |
    <xs:complexType name="radial_mesh">
      <xs:complexContent>
        <xs:extension base="radial_mesh_refinement_base">
          <xs:attribute name="surface" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cislo plochy.</xs:documentation>
              <xs:documentation xml:lang="en">Surface number.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="segments" type="reference" use="optional" default="8">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pocet dilku na krivce otvoru.</xs:documentation>
              <xs:documentation xml:lang="en">Number of segments along the opening curve.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="layers" type="reference" use="optional" default="1">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pocet vrstev.</xs:documentation>
              <xs:documentation xml:lang="en">Number of model layers.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_spherical_region_selection

Namespace | No namespace
Annotations |
    Sférická aproximační oblast.
    Spherical approximation region.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_spherical_region_selection
Used by |
Element | independent_mesh_weights/spherical_region_for_solids
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
approx_region_min | xs:unsignedInt | optional |
    Minimální počet uzlů v aproximační oblasti.
    Minimum number of nodes in spherical approximation region.
approx_region_radius | double_positive | optional |
    Poloměr aproximační oblasti.
    Radius of spherical approximation region.
distance_in_projection | xs:boolean | optional |
    Vzdálenosti pro výpočet vah v průmětu.
    Distance for weight calculation measured in projection.
modify_solid_stiffness_inside | xs:boolean | optional |
    Modifikace tuhosti prvků zeminy v oblasti piloty.
    Modify stiffness of solid elements in the pile.
selection | references | optional |
weight_function_modification | xs:boolean | optional |
    Zohlednit ve výpočtu modifikace rovnic pro výpočet vah.
    Consider equation modification for weights calculation.
Source |
    <xs:complexType name="independent_mesh_spherical_region_selection">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Sférická aproximační oblast.</xs:documentation>
        <xs:documentation xml:lang="en">Spherical approximation region.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
          <xs:attribute name="selection" type="references" use="optional"/>
          <xs:attributeGroup ref="independent_mesh_spherical_region_attribute_group"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_spherical_region

Namespace | No namespace
Annotations |
    Sférická aproximační oblast.
    Spherical approximation region.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_spherical_region
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
approx_region_min | xs:unsignedInt | optional |
    Minimální počet uzlů v aproximační oblasti.
    Minimum number of nodes in spherical approximation region.
approx_region_radius | double_positive | optional |
    Poloměr aproximační oblasti.
    Radius of spherical approximation region.
distance_in_projection | xs:boolean | optional |
    Vzdálenosti pro výpočet vah v průmětu.
    Distance for weight calculation measured in projection.
modify_solid_stiffness_inside | xs:boolean | optional |
    Modifikace tuhosti prvků zeminy v oblasti piloty.
    Modify stiffness of solid elements in the pile.
weight_function_modification | xs:boolean | optional |
    Zohlednit ve výpočtu modifikace rovnic pro výpočet vah.
    Consider equation modification for weights calculation.
Source |
    <xs:complexType name="independent_mesh_spherical_region">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Sférická aproximační oblast.</xs:documentation>
        <xs:documentation xml:lang="en">Spherical approximation region.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
          <xs:attributeGroup ref="independent_mesh_spherical_region_attribute_group"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_weights

Namespace | No namespace
Annotations |
    Region tvořený automatickými váhami (nejčastěji polynomem 1.stupně).
    The region formed by an automatic weights (most often a polynomial of the 1st degree).
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_weights
Model | spherical_region_for_solids*
Children | spherical_region_for_solids
Source |
    <xs:complexType name="independent_mesh_weights">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Region tvořený automatickými váhami (nejčastěji polynomem 1.stupně).</xs:documentation>
        <xs:documentation xml:lang="en">The region formed by an automatic weights (most often a polynomial of the 1st degree).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
          <xs:sequence>
            <xs:element name="spherical_region_for_solids" type="independent_mesh_spherical_region_selection" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_linear

Namespace | No namespace
Annotations |
    Region tvořený polynomem 1.stupně.
    The region formed by a 1st degree polynomial.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_linear
Source |
    <xs:complexType name="independent_mesh_linear">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Region tvořený polynomem 1.stupně.</xs:documentation>
        <xs:documentation xml:lang="en">The region formed by a 1st degree polynomial.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_quadratic

Namespace | No namespace
Annotations |
    Region tvořený polynomem 2.stupně.
    The region formed by a 2nd degree polynomial.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_quadratic
Source |
    <xs:complexType name="independent_mesh_quadratic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Region tvořený polynomem 2.stupně.</xs:documentation>
        <xs:documentation xml:lang="en">The region formed by a 2nd degree polynomial.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_cubic

Namespace | No namespace
Annotations |
    Region tvořený polynomem 3.stupně.
    The region formed by a 3rd degree polynomial.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_cubic
Source |
    <xs:complexType name="independent_mesh_cubic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Region tvořený polynomem 3.stupně.</xs:documentation>
        <xs:documentation xml:lang="en">The region formed by a 3rd degree polynomial.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type independent_mesh_automatic

Namespace | No namespace
Annotations |
    Automatické nastavení.
    Automatic setting.
Diagram |
Type | extension of independent_mesh_technology_base
Type hierarchy | independent_mesh_technology_base independent_mesh_automatic
Source |
    <xs:complexType name="independent_mesh_automatic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Automatické nastavení.</xs:documentation>
        <xs:documentation xml:lang="en">Automatic setting.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="independent_mesh_technology_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_state_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | equilibrium_state, geometric_stiffness, initial_state, material_stiffness, stiffness, strains
Elements | analysis_imperfection/initial_state, analysis_influence/initial_state, analysis_modal/initial_state, analysis_pushover/initial_state, analysis_stability_nonlinear/initial_state, analysis_static/initial_state, analysis_static_node_load/initial_state, analysis_time/initial_state
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="initial_state_base">
      <xs:sequence>
        <xs:element name="analysis" type="analysis_reference" minOccurs="1" maxOccurs="unbounded">
          <!--<xs:complexType>
              -->
          <!-- ref: reference to analysis-->
          <!--
              <xs:attribute name="ref" type="reference" use="required">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Reference na konkrétní analýzu, POZOR: zatím nejde použít pro vlastní čísla nebo lineární stabilitu.</xs:documentation>
                  <xs:documentation xml:lang="en">Reference to the analysis, WARNING: You cannot use it with eigen or lin. stability values.</xs:documentation>
                </xs:annotation>
              </xs:attribute>
              -->
          <!-- multiplier: multiplier of the analysis result-->
          <!--
              <xs:attribute name="multiplier" type="xs:double"/>
            </xs:complexType>-->
        </xs:element>
      </xs:sequence>
      <xs:anyAttribute/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_reference

Namespace | No namespace
Diagram |
Used by |
Element | initial_state_base/analysis
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
    Reference na konkrétní analýzu, POZOR: zatím nejde použít pro vlastní čísla nebo lineární stabilitu.
    Reference to the analysis, WARNING: You cannot use it with eigen or lin. stability values.
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="analysis_reference">
      <!-- ref: reference to analysis-->
      <xs:attribute name="ref" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na konkrétní analýzu, POZOR: zatím nejde použít pro vlastní čísla nebo lineární stabilitu.</xs:documentation>
          <xs:documentation xml:lang="en">Reference to the analysis, WARNING: You cannot use it with eigen or lin. stability values.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <!-- multiplier: multiplier of the analysis result-->
      <xs:attribute name="multiplier" type="xs:double"/>
      <xs:anyAttribute/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_state

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base initial_state
Used by |
Elements | analysis_footfall/initial_state, analysis_harmonic/initial_state, analysis_stability_linear/initial_state
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="initial_state">
      <xs:complexContent>
        <xs:extension base="initial_state_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equilibrium_state

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base equilibrium_state
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="equilibrium_state">
      <xs:complexContent>
        <xs:extension base="initial_state_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type geometric_stiffness

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base geometric_stiffness
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="geometric_stiffness">
      <xs:complexContent>
        <xs:extension base="initial_state_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type material_stiffness

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base material_stiffness
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="material_stiffness">
      <xs:complexContent>
        <xs:extension base="initial_state_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type strains

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base strains
Model | analysis+ , strain_multiplication{0,1}
Children | analysis, strain_multiplication
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="strains">
      <xs:complexContent>
        <xs:extension base="initial_state_base">
          <xs:sequence>
            <xs:element name="strain_multiplication" type="initial_strain_multiplication_type" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_strain_multiplication_type

Namespace | No namespace
Annotations |
    Definice individuálních násobitelů strainů, pro neuvedené entity se použije defaultní koeficient násobení strainů.
    Definition of individual strain multipliers, for nonlinted entities default coefficient for strain multiplication is used.
Diagram |
Used by |
Element | strains/strain_multiplication
Model | individual_factors
Children | individual_factors
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
default_coefficient | xs:double | optional |
    Defaultní koeficient násobení strainů. (default = 1)
    Default coefficient for strain multiplication. (default = 1)
Source |
    <xs:complexType name="initial_strain_multiplication_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice individuálních násobitelů strainů, pro neuvedené entity se použije defaultní koeficient násobení strainů.</xs:documentation>
        <xs:documentation xml:lang="en">Definition of individual strain multipliers, for nonlinted entities default coefficient for strain multiplication is used.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="individual_factors" type="initial_strain_individual_factors_type"/>
      </xs:sequence>
      <xs:attribute name="default_coefficient" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Defaultní koeficient násobení strainů. (default = 1)</xs:documentation>
          <xs:documentation xml:lang="en">Default coefficient for strain multiplication. (default = 1)</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_strain_individual_factors_type

Namespace | No namespace
Diagram |
Used by |
Element | initial_strain_multiplication_type/individual_factors
Model | members* , surfaces* , solids* , supported_nodes* , supported_lines* , member_hinges* , line_releases*
Children | line_releases, member_hinges, members, solids, supported_lines, supported_nodes, surfaces
Source |
    <xs:complexType name="initial_strain_individual_factors_type">
      <xs:sequence>
        <xs:element name="members" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surfaces" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="solids" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="supported_nodes" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="supported_lines" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="member_hinges" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="line_releases" type="initial_strain_individual_objects" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type initial_strain_individual_objects

Namespace | No namespace
Diagram |
Used by |
Elements | initial_strain_individual_factors_type/line_releases, initial_strain_individual_factors_type/member_hinges, initial_strain_individual_factors_type/members, initial_strain_individual_factors_type/solids, initial_strain_individual_factors_type/supported_lines, initial_strain_individual_factors_type/supported_nodes, initial_strain_individual_factors_type/surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
ref | references | required |
Source |
    <xs:complexType name="initial_strain_individual_objects">
      <xs:attribute name="ref" type="references" use="required"/>
      <xs:attribute name="factor" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type stiffness

Namespace | No namespace
Diagram |
Type | extension of initial_state_base
Type hierarchy | initial_state_base stiffness
Model | analysis+
Children | analysis
Attributes |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="stiffness">
      <xs:complexContent>
        <xs:extension base="initial_state_base"/>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/static_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="static_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="static_analysis" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_analysis

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base static_analysis
Used by |
Element | static_analysis_settings/settings
Model | iterative_method_settings{0,1} , precision_and_tolerance{0,1} , form_finding{0,1} , conversion_mass_to_loads{0,1} , reactivation_of_failing_members{0,1} , time_dependent_analysis{0,1} , master_modification{0,1}
Children | conversion_mass_to_loads, form_finding, iterative_method_settings, master_modification, precision_and_tolerance, reactivation_of_failing_members, time_dependent_analysis
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis_type | static_analysis_type | required |
calculate_instabil_structure | xs:boolean | optional |
consider_favourable_effect_due_to_tension | xs:boolean | optional |
divide_results_by_multiplier_factor | xs:boolean | optional |
    Tento atribut není v SolverManageru používán!!!
    This attribute is not used in SolverManager!!!
dxf_coef | xs:double | optional |
    Násobitel pro ukládání deformované geometrie do souborů DXF
    Multiplier for saving deformed geometry to DXF files
force_finding | xs:boolean | optional |
    Zapracovaní dle Lang. U statiky a nelineární stability. příznak v PRO FORCE_FINDING default = NO.
id | id | required |
increments | integer_positive | optional |
iterations | integer_positive | optional |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
loading_multiplier_factor | xs:double | optional |
members_code | member_code_type | optional |
    Redukce ohybových tuhostí v závislosti na normálové síle a smyku. Lze použít pouze pro Picarda a nelze kombinovat s ostatními kódy pro membry!
    Reduction of bending stiffnesses based on the normal force and shear force. Can be used only with Picard and cannot be used with other member codes!
minimum_initial_strain_for_cable_membrane | xs:double | optional |
nonlinear_system_method | static_nonlinear_method | optional |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
save_results_of_all_load_increments | xs:boolean | optional |
solver_of_equations | method_of_equation_system_type | optional |
time_increments | integer_positive | optional |
write_results_for_singular_system | xs:boolean | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="static_analysis">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
          <xs:group ref="static_analysis_element_group"/>
          <xs:attributeGroup ref="static_analysis_attribute_group"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_setting_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | linear_stability, modal_analysis, nonlinear_stability, spectral_analysis, static_analysis, time_analysis_base
Element | stability_analysis_settings/settings
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:complexType name="analysis_setting_base">
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="limit_ncpu" type="integer_positive" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Limit počtu výpočetních jader procesoru použitých k výpočtu.</xs:documentation>
          <xs:documentation xml:lang="en">The limit on the number of processor computing cores used for the calculation.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type precision_and_tolerance

Namespace | No namespace
Diagram |
Used by |
Element | static_analysis_element_group/precision_and_tolerance
Attributes |
QName | Type | Use |
--- | --- | --- | ---
matrix_singularity_epsilon | xs:double | optional |
matrix_singularity_ratio | xs:double | optional |
precision_of_convergence_criteria | double_positive | required |
robustness_of_iterative_calculation | xs:double | optional |
time_step_coefficient_for_dynamic_relaxation | xs:double | optional |
Source |
    <xs:complexType name="precision_and_tolerance">
      <xs:attribute name="precision_of_convergence_criteria" type="double_positive" use="required"/>
      <xs:attribute name="matrix_singularity_epsilon" type="xs:double"/>
      <xs:attribute name="matrix_singularity_ratio" type="xs:double"/>
      <xs:attribute name="time_step_coefficient_for_dynamic_relaxation" type="xs:double"/>
      <xs:attribute name="robustness_of_iterative_calculation" type="xs:double"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type conversion_mass_to_loads

Namespace | No namespace
Diagram |
Used by |
Elements | nonlinear_stability/conversion_mass_to_loads, static_analysis_element_group/conversion_mass_to_loads
Attributes |
QName | Type | Use |
--- | --- | --- | ---
acceleration_x | xs:double | optional |
acceleration_y | xs:double | optional |
acceleration_z | xs:double | optional |
Source |
    <xs:complexType name="conversion_mass_to_loads">
      <!--<xs:attribute name="conversion_type" type="mass_to_loads_conversion_type" use="required"/>-->
      <xs:attribute name="acceleration_x" type="xs:double" use="optional"/>
      <xs:attribute name="acceleration_y" type="xs:double" use="optional"/>
      <xs:attribute name="acceleration_z" type="xs:double" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reactivation_of_failing_members_base

Namespace | No namespace
Diagram |
Used by |
Elements | explicit_nonlinear/reactivation_of_failing_members, newmark_nonlinear/reactivation_of_failing_members, nonlinear_stability/reactivation_of_failing_members, static_analysis_element_group/reactivation_of_failing_members
Model | reactivation_exceptional_handling{0,1}
Children | reactivation_exceptional_handling
Attributes |
QName | Type | Use |
--- | --- | --- | ---
maximum_number_of_reactivations | xs:double | optional |
Source |
    <xs:complexType name="reactivation_of_failing_members_base">
      <xs:sequence>
        <xs:element name="reactivation_exceptional_handling" type="reactivation_exceptional_handling_base" minOccurs="0" maxOccurs="1"/>
      </xs:sequence>
      <xs:attribute name="maximum_number_of_reactivations" type="xs:double" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type reactivation_exceptional_handling_base

Namespace | No namespace
Diagram |
Used by |
Element | reactivation_of_failing_members_base/reactivation_exceptional_handling
Complex Types | assign_reduced_stiffness_to_failing_members, removed_failing_members_invidualy
Source |
    <xs:complexType name="reactivation_exceptional_handling_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_analysis_setting_base

Namespace | No namespace
Annotations |
    Nastavení TDA.
    TDA settings.
Diagram |
Used by |
Element | static_analysis_element_group/time_dependent_analysis
Complex Types | time_dependent_analysis_setting_function, time_dependent_analysis_setting_linear, time_dependent_analysis_setting_logarithmic
Source |
    <xs:complexType name="time_dependent_analysis_setting_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nastavení TDA.</xs:documentation>
        <xs:documentation xml:lang="en">TDA settings.</xs:documentation>
      </xs:annotation>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type static_analysis_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | GEOMETRICALLY_LINEAR |
enumeration | SECOND_ORDER |
enumeration | LARGE_DEFORMATIONS |
enumeration | LARGE_DEFORMATIONS_POSTCRITICAL |
Used by |
Attribute | static_analysis_attribute_group/@analysis_type
Source |
    <xs:simpleType name="static_analysis_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="GEOMETRICALLY_LINEAR"/>
        <xs:enumeration value="SECOND_ORDER"/>
        <xs:enumeration value="LARGE_DEFORMATIONS"/>
        <!-- V r se pouziva pouze polozka LARGE_DEFORMATIONS + MODIFIED_NEWTON_RAPHSON-->
        <!--Toto zadani je nejednoznacne, navic nepravdive. MODIFIED_NEWTON_RAPHSON je z odborneho hlediska to same co NEWTON_RAPHSON_CONSTANT_STIFFNESS. To ze to znamena v dialogu neco jineho je celkem prasarna. Proto jsem zavedl LARGE_DEFORMATIONS_POSTCRITICAL, ktere uz nepotrebuje dalsi nastavovani static_nonlinear_method a je to jednoznacne zadani.-->
        <xs:enumeration value="LARGE_DEFORMATIONS_POSTCRITICAL"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type static_nonlinear_method

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | NEWTON_RAPHSON |
enumeration | NEWTON_RAPHSON_PICARD |
enumeration | PICARD |
enumeration | NEWTON_RAPHSON_CONSTANT_STIFFNESS |
enumeration | DYNAMIC_RELAXATION |
enumeration | MODIFIED_NEWTON_RAPHSON |
Used by |
Attribute | static_analysis_attribute_group/@nonlinear_system_method
Source |
    <xs:simpleType name="static_nonlinear_method">
      <xs:restriction base="xs:string">
        <xs:enumeration value="NEWTON_RAPHSON"/>
        <xs:enumeration value="NEWTON_RAPHSON_PICARD"/>
        <xs:enumeration value="PICARD"/>
        <xs:enumeration value="NEWTON_RAPHSON_CONSTANT_STIFFNESS"/>
        <xs:enumeration value="DYNAMIC_RELAXATION"/>
        <xs:enumeration value="MODIFIED_NEWTON_RAPHSON"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type method_of_equation_system_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | DIRECT |
enumeration | ITERATIVE |
enumeration | DIRECT_UNSYM |
    LU.
enumeration | DIRECT_UNSYM_LDU |
enumeration | ITERATIVE_UNSYM |
Used by |
Attribute | static_analysis_attribute_group/@solver_of_equations
Source |
    <xs:simpleType name="method_of_equation_system_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="DIRECT"/>
        <xs:enumeration value="ITERATIVE"/>
        <xs:enumeration value="DIRECT_UNSYM">
          <xs:annotation>
            <xs:documentation xml:lang="cs">LU.</xs:documentation>
            <xs:documentation xml:lang="en">LU.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="DIRECT_UNSYM_LDU"/>
        <xs:enumeration value="ITERATIVE_UNSYM"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type plate_bending_theory_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | MINDLIN |
enumeration | KIRCHHOFF |
Used by |
Attributes | full_harmonic_analysis/@plate_bending_theory, linear_stability/@plate_bending_theory, linear_time_analysis_base/@plate_bending_theory, modal_analysis/@plate_bending_theory, static_analysis_attribute_group/@plate_bending_theory
Source |
    <xs:simpleType name="plate_bending_theory_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="MINDLIN"/>
        <xs:enumeration value="KIRCHHOFF"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type stability_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/stability_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="stability_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="analysis_setting_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type modal_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/modal_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="modal_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="modal_analysis" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type modal_analysis

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base modal_analysis
Used by |
Element | modal_analysis_settings/settings
Model | number_of_eigenvalues , acting_masses{0,1} , neglect_masses{0,1} , precision_and_tolerance{0,1}
Children | acting_masses, neglect_masses, number_of_eigenvalues, precision_and_tolerance
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
eigenvectors_beyond_frequency | xs:double | optional |
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
method | eigenvalue_method_type | required |
minimum_initial_strain_for_cable_membrane | xs:double | optional |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:complexType name="modal_analysis">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
          <xs:sequence>
            <xs:element name="number_of_eigenvalues" type="number_of_eigenvalues_base"/>
            <xs:element name="acting_masses" type="acting_masses_type" minOccurs="0"/>
            <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
            <xs:element name="precision_and_tolerance" type="precision_and_tolerance_modal" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="method" type="eigenvalue_method_type" use="required"/>
          <xs:attribute name="mass_matrix" type="mass_matrix_type" use="required"/>
          <xs:attribute name="mass_lumping" type="mass_lumping_type"/>
          <xs:attribute name="eigenvectors_beyond_frequency" type="xs:double"/>
          <xs:attribute name="plate_bending_theory" type="plate_bending_theory_type"/>
          <xs:attribute name="loads_to_mass_conversion" type="loads_to_mass_conversion_type" use="required"/>
          <xs:attribute name="minimum_initial_strain_for_cable_membrane" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type number_of_eigenvalues_base

Namespace | No namespace
Diagram |
Used by |
Element | modal_analysis/number_of_eigenvalues
Complex Types | automatic_to_reach_effective_modal_mass_factor, automatic_to_reach_frequency, defined
Source |
    <xs:complexType name="number_of_eigenvalues_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type acting_masses_type

Namespace | No namespace
Diagram |
Used by |
Elements | full_harmonic_analysis/acting_masses, linear_time_analysis_base/acting_masses, modal_analysis/acting_masses
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | required |
phi_y | xs:boolean | required |
phi_z | xs:boolean | required |
u_x | xs:boolean | required |
u_y | xs:boolean | required |
u_z | xs:boolean | required |
Source |
    <xs:complexType name="acting_masses_type">
      <xs:attribute name="u_x" type="xs:boolean" use="required"/>
      <xs:attribute name="u_y" type="xs:boolean" use="required"/>
      <xs:attribute name="u_z" type="xs:boolean" use="required"/>
      <xs:attribute name="phi_x" type="xs:boolean" use="required"/>
      <xs:attribute name="phi_y" type="xs:boolean" use="required"/>
      <xs:attribute name="phi_z" type="xs:boolean" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type neglect_masses_type

Namespace | No namespace
Diagram |
Used by |
Elements | full_harmonic_analysis/neglect_masses, linear_time_analysis_base/neglect_masses, modal_analysis/neglect_masses
Model | nodes* , lines* , members* , surfaces* , solids* , subsoil_on_members* , supports_at_nodes* , supports_at_lines* , supports_at_surfaces*
Children | lines, members, nodes, solids, subsoil_on_members, supports_at_lines, supports_at_nodes, supports_at_surfaces, surfaces
Source |
    <xs:complexType name="neglect_masses_type">
      <xs:sequence>
        <xs:element name="nodes" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="lines" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="members" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surfaces" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="solids" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="subsoil_on_members" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="supports_at_nodes" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="supports_at_lines" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="supports_at_surfaces" type="neglect_masses_element_type" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type neglect_masses_element_type

Namespace | No namespace
Annotations |
    Je potřeba zapsat směry které se mají nulovat (v GSS, podpory v LSS podpor).
    It is needed to write down directions that shall be neglected (at GCS, supports at LCS of the supports).
Diagram |
Used by |
Elements | neglect_masses_type/lines, neglect_masses_type/members, neglect_masses_type/nodes, neglect_masses_type/solids, neglect_masses_type/subsoil_on_members, neglect_masses_type/supports_at_lines, neglect_masses_type/supports_at_nodes, neglect_masses_type/supports_at_surfaces, neglect_masses_type/surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
phi_x | xs:boolean | optional |
phi_y | xs:boolean | optional |
phi_z | xs:boolean | optional |
refs | references | required |
u_x | xs:boolean | optional |
u_y | xs:boolean | optional |
u_z | xs:boolean | optional |
Source |
    <xs:complexType name="neglect_masses_element_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Je potřeba zapsat směry které se mají nulovat (v GSS, podpory v LSS podpor).</xs:documentation>
        <xs:documentation xml:lang="en">It is needed to write down directions that shall be neglected (at GCS, supports at LCS of the supports).</xs:documentation>
      </xs:annotation>
      <xs:attribute name="refs" type="references" use="required"/>
      <xs:attribute name="u_x" type="xs:boolean"/>
      <xs:attribute name="u_y" type="xs:boolean"/>
      <xs:attribute name="u_z" type="xs:boolean"/>
      <xs:attribute name="phi_x" type="xs:boolean"/>
      <xs:attribute name="phi_y" type="xs:boolean"/>
      <xs:attribute name="phi_z" type="xs:boolean"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type precision_and_tolerance_modal

Namespace | No namespace
Diagram |
Used by |
Element | modal_analysis/precision_and_tolerance
Attributes |
QName | Type | Use |
--- | --- | --- | ---
matrix_singularity_epsilon | xs:double | optional |
matrix_singularity_ratio | xs:double | optional |
precision_of_convergence_criteria | double_positive | optional |
Source |
    <xs:complexType name="precision_and_tolerance_modal">
      <xs:attribute name="matrix_singularity_epsilon" type="xs:double" use="optional"/>
      <xs:attribute name="matrix_singularity_ratio" type="xs:double" use="optional"/>
      <xs:attribute name="precision_of_convergence_criteria" type="double_positive" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type eigenvalue_method_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LANCZOS |
enumeration | ROOT_OF_CHARACTERISTIC_POLYNOMIAL |
enumeration | SUBSPACE_ITERATION |
enumeration | ICG_ITERATION |
enumeration | SHIFTED_INVERSE_POWER_METHOD |
Used by |
Attributes | linear_stability/@method, modal_analysis/@method
Source |
    <xs:simpleType name="eigenvalue_method_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LANCZOS"/>
        <xs:enumeration value="ROOT_OF_CHARACTERISTIC_POLYNOMIAL"/>
        <xs:enumeration value="SUBSPACE_ITERATION"/>
        <xs:enumeration value="ICG_ITERATION"/>
        <xs:enumeration value="SHIFTED_INVERSE_POWER_METHOD"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type mass_matrix_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | STANDARD |
enumeration | DIAGONAL |
enumeration | DIAGONAL_TORSION_ELEMENTS |
enumeration | CONSISTENT |
enumeration | UNIT |
Used by |
Attributes | full_harmonic_analysis/@mass_matrix, linear_time_analysis_base/@mass_matrix, modal_analysis/@mass_matrix
Source |
    <xs:simpleType name="mass_matrix_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="STANDARD"/>
        <xs:enumeration value="DIAGONAL"/>
        <xs:enumeration value="DIAGONAL_TORSION_ELEMENTS"/>
        <xs:enumeration value="CONSISTENT"/>
        <xs:enumeration value="UNIT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type mass_lumping_type

Namespace | No namespace
Annotations |
    Pro diagonální matici je použito k výpočtu, jinak slouží pouze k exportu.
    For a diagonal matrix it is used for calculation, otherwise it is only used for export.
Diagram |
Type | restriction of xs:string
Facets |
enumeration | SUM_ALL |
    Sumovaní všech dof.
enumeration | HRZ |
    Sumovaní všech dof dle HRZ algoritmu.
enumeration | SUM_TRANSLATION_DOF |
    Sumovaní jen translačních dof.
Used by |
Attributes | full_harmonic_analysis/@mass_lumping, linear_time_analysis_base/@mass_lumping, modal_analysis/@mass_lumping
Source |
    <xs:simpleType name="mass_lumping_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pro diagonální matici je použito k výpočtu, jinak slouží pouze k exportu.</xs:documentation>
        <xs:documentation xml:lang="en">For a diagonal matrix it is used for calculation, otherwise it is only used for export.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:string">
        <xs:enumeration value="SUM_ALL">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Sumovaní všech dof.</xs:documentation>
            <xs:documentation xml:lang="en">Sum of all dofs.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="HRZ">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Sumovaní všech dof dle HRZ algoritmu.</xs:documentation>
            <xs:documentation xml:lang="en">Sum of all dofs by HRZ algorithm.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="SUM_TRANSLATION_DOF">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Sumovaní jen translačních dof.</xs:documentation>
            <xs:documentation xml:lang="en">Sum only translation dofs.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type loads_to_mass_conversion_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | NONE |
    Zatížení se nepřevádí.
enumeration | ALL |
    Veškeré zatížení se převádí, pokuď je svazek sil/vlastní tíha převádí se jako vektor.
enumeration | Z_COMPONENTS_OF_LOADS |
    Převádí se pouze zatížení se složkou v ose Z.
enumeration | LOADS_IN_DIRECTION_OF_GRAVITY |
    Převádí se pouze zatížení ve směru gravitace(v ose Z).
Used by |
Attributes | masses_set/@loads_to_mass_conversion, modal_analysis/@loads_to_mass_conversion
Source |
    <xs:simpleType name="loads_to_mass_conversion_type">
      <xs:restriction base="xs:string">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Převod zatížení na hmoty je vždy do globálních směrů a zatížení je přenásobeno gravitačním zrychlením.</xs:documentation>
        </xs:annotation>
        <xs:enumeration value="NONE">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Zatížení se nepřevádí.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="ALL">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Veškeré zatížení se převádí, pokuď je svazek sil/vlastní tíha převádí se jako vektor.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="Z_COMPONENTS_OF_LOADS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Převádí se pouze zatížení se složkou v ose Z.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="LOADS_IN_DIRECTION_OF_GRAVITY">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Převádí se pouze zatížení ve směru gravitace(v ose Z).</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spectral_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/spectral_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="spectral_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="spectral_analysis" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spectral_analysis

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base spectral_analysis
Used by |
Element | spectral_analysis_settings/settings
Model | combination_rules_for_periodic_responses , include_missing_masses{0,1}
Children | combination_rules_for_periodic_responses, include_missing_masses
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
overturning_reference_level_Z | xs:double | optional |
use_equivalent_linear_combination | xs:boolean | optional |
Source |
    <xs:complexType name="spectral_analysis">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
          <xs:sequence>
            <xs:element name="combination_rules_for_periodic_responses" type="spectral_analysis_combination_rule_base"/>
            <xs:element name="include_missing_masses" type="include_missing_masses_type" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="use_equivalent_linear_combination" type="xs:boolean"/>
          <!--Dočasně prázdné, asi sem patří způsob kombinování vlastních tvarů pro jednotlivé směry-->
          <xs:attribute name="overturning_reference_level_Z" type="xs:double" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type spectral_analysis_combination_rule_base

Namespace | No namespace
Diagram |
Used by |
Element | spectral_analysis/combination_rules_for_periodic_responses
Complex Types | combination_rule_ABSOLUTE_SUM, combination_rule_CQC_constant_damping, combination_rule_CQC_variable_damping, combination_rule_MAX, combination_rule_SRSS
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
Source |
    <xs:complexType name="spectral_analysis_combination_rule_base">
      <xs:sequence>
        <xs:element name="signed_results" type="signed_results_using_dominant_mode_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="signed_results_using_dominant_mode" type="xs:boolean"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type signed_results_using_dominant_mode_base

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_spectral_base/signed_results, spectral_analysis_combination_rule_base/signed_results
Complex Types | using_dominant_mode_auto, using_dominant_mode_auto_directional, using_dominant_mode_manual
Source |
    <xs:complexType name="signed_results_using_dominant_mode_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type include_missing_masses_type

Namespace | No namespace
Annotations |
    Zohlednění chybějících hmot metodou residuálního tvaru. Residuální tvar se kombinuje s ostatními tvary vždy skrze SRSS pravidlo.
    Considering of missing masses using residual mode method. Residual mode is always combined with other modes via SRSS rule.
Diagram |
Used by |
Element | spectral_analysis/include_missing_masses
Attributes |
QName | Type | Use |
--- | --- | --- | ---
residual_mode | xs:boolean | required |
zero_periodic_acceleration | zero_periodic_accelerations | optional |
zpa | xs:double | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="include_missing_masses_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zohlednění chybějících hmot metodou residuálního tvaru. Residuální tvar se kombinuje s ostatními tvary vždy skrze SRSS pravidlo.</xs:documentation>
        <xs:documentation xml:lang="en">Considering of missing masses using residual mode method. Residual mode is always combined with other modes via SRSS rule.</xs:documentation>
      </xs:annotation>
      <!--<xs:attribute name="include_missing_masses" type="xs:boolean" use="required"/>-->
      <!--<xs:attribute name="combination_rule_for_missing_masses" type="combination_rules_for_missing_masses" use="required"/>-->
      <xs:attribute name="residual_mode" type="xs:boolean" use="required"/>
      <xs:attribute name="zero_periodic_acceleration" type="zero_periodic_accelerations" use="optional"/>
      <xs:attribute name="zpa" type="xs:double" use="optional"/>
      <xs:anyAttribute processContents="lax"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type zero_periodic_accelerations

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ACCORDING_TO_RESPONSE_SPECTRUM |
enumeration | ACCELERATION_OF_LAST_CALCULATED_FREQUENCY |
enumeration | USER_DEFINED |
Used by |
Attribute | include_missing_masses_type/@zero_periodic_acceleration
Source |
    <xs:simpleType name="zero_periodic_accelerations">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ACCORDING_TO_RESPONSE_SPECTRUM"/>
        <xs:enumeration value="ACCELERATION_OF_LAST_CALCULATED_FREQUENCY"/>
        <xs:enumeration value="USER_DEFINED"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/time_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="time_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="time_analysis_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_analysis_base

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base time_analysis_base
Used by |
Element | time_analysis_settings/settings
Complex Types | footfall_analysis, harmonic_analysis_base, linear_time_analysis_base, modal_linear
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:complexType name="time_analysis_base">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type harmonic_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/harmonic_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="harmonic_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="harmonic_analysis_base" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type harmonic_analysis_base

Namespace | No namespace
Diagram |
Type | extension of time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base harmonic_analysis_base
Used by |
Element | harmonic_analysis_settings/settings
Complex Types | full_harmonic_analysis, mode_superposition_harmonic_analysis
Model | type{0,1}
Children | type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
note | xs:string | optional |
Source |
    <xs:complexType name="harmonic_analysis_base">
      <xs:complexContent>
        <xs:extension base="time_analysis_base">
          <xs:sequence>
            <xs:element name="type" type="harmonic_analysis_type_base" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Dopřesnění výpočtu harmonické odezvy.</xs:documentation>
                <xs:documentation xml:lang="en">Specification of harmonic response calculation.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type harmonic_analysis_type_base

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_harmonic/type, harmonic_analysis_base/type
Complex Types | frequency_response, specific_frequency_period_response
Source |
    <xs:complexType name="harmonic_analysis_type_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pushover_analysis_settings

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/analysis_settings/pushover_analysis_settings
Model | settings+
Children | settings
Source |
    <xs:complexType name="pushover_analysis_settings">
      <xs:sequence>
        <xs:element name="settings" type="pushover_analysis" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type pushover_analysis

Namespace | No namespace
Diagram |
Type | extension of nonlinear_stability
Type hierarchy | analysis_setting_base nonlinear_stability pushover_analysis
Used by |
Element | pushover_analysis_settings/settings
Model | refinement_of_last_increment , setting_explicitly{0,1} , conversion_mass_to_loads{0,1} , limit_value{0,1} , reactivation_of_failing_members{0,1}
Children | conversion_mass_to_loads, limit_value, reactivation_of_failing_members, refinement_of_last_increment, setting_explicitly
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
epsylon_dm_dt | xs:double | optional |
    Iterative procedure if difference between d*_m and d*_t is bigger than
id | id | required |
initial_load_factor | xs:double | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
load_factor_increment | xs:double | required |
max_increments | xs:unsignedInt | required |
note | xs:string | optional |
save_results_of_all_load_increments | xs:boolean | required |
setting_by_reference_to_static_analysis_settings | reference | optional |
Source |
    <xs:complexType name="pushover_analysis">
      <xs:complexContent>
        <xs:extension base="nonlinear_stability">
          <xs:attribute name="epsylon_dm_dt" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Iterative procedure if difference between d*_m and d*_t is bigger than</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type nonlinear_stability

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base nonlinear_stability
Used by |
Complex Type | pushover_analysis
Model | refinement_of_last_increment , setting_explicitly{0,1} , conversion_mass_to_loads{0,1} , limit_value{0,1} , reactivation_of_failing_members{0,1}
Children | conversion_mass_to_loads, limit_value, reactivation_of_failing_members, refinement_of_last_increment, setting_explicitly
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
initial_load_factor | xs:double | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
load_factor_increment | xs:double | required |
max_increments | xs:unsignedInt | required |
note | xs:string | optional |
save_results_of_all_load_increments | xs:boolean | required |
setting_by_reference_to_static_analysis_settings | reference | optional |
Source |
    <xs:complexType name="nonlinear_stability">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
          <xs:sequence>
            <xs:element name="refinement_of_last_increment" type="refinement_of_last_increment_base"/>
            <xs:element name="setting_explicitly" type="static_analysis_content" minOccurs="0"/>
            <xs:element name="conversion_mass_to_loads" type="conversion_mass_to_loads" minOccurs="0"/>
            <xs:element name="limit_value" type="limit_value_base" minOccurs="0"/>
            <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="setting_by_reference_to_static_analysis_settings" type="reference"/>
          <xs:attribute name="initial_load_factor" type="xs:double" use="required"/>
          <xs:attribute name="load_factor_increment" type="xs:double" use="required"/>
          <!--<xs:attribute name="refirement_of_last_increment" type="xs:unsignedInt" use="required"/>-->
          <xs:attribute name="max_increments" type="xs:unsignedInt" use="required"/>
          <xs:attribute name="save_results_of_all_load_increments" type="xs:boolean" use="required"/>
          <!--<xs:attribute name="iterations" type="xs:unsignedInt" use="required"/>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type refinement_of_last_increment_base

Namespace | No namespace
Diagram |
Used by |
Element | nonlinear_stability/refinement_of_last_increment
Complex Types | automatic_refinement_of_last_increment, user_defined_refinement_of_last_increment
Source |
    <xs:complexType name="refinement_of_last_increment_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type static_analysis_content

Namespace | No namespace
Diagram |
Used by |
Element | nonlinear_stability/setting_explicitly
Model | iterative_method_settings{0,1} , precision_and_tolerance{0,1} , form_finding{0,1} , conversion_mass_to_loads{0,1} , reactivation_of_failing_members{0,1} , time_dependent_analysis{0,1} , master_modification{0,1}
Children | conversion_mass_to_loads, form_finding, iterative_method_settings, master_modification, precision_and_tolerance, reactivation_of_failing_members, time_dependent_analysis
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis_type | static_analysis_type | required |
calculate_instabil_structure | xs:boolean | optional |
consider_favourable_effect_due_to_tension | xs:boolean | optional |
divide_results_by_multiplier_factor | xs:boolean | optional |
    Tento atribut není v SolverManageru používán!!!
    This attribute is not used in SolverManager!!!
dxf_coef | xs:double | optional |
    Násobitel pro ukládání deformované geometrie do souborů DXF
    Multiplier for saving deformed geometry to DXF files
force_finding | xs:boolean | optional |
    Zapracovaní dle Lang. U statiky a nelineární stability. příznak v PRO FORCE_FINDING default = NO.
increments | integer_positive | optional |
iterations | integer_positive | optional |
loading_multiplier_factor | xs:double | optional |
members_code | member_code_type | optional |
    Redukce ohybových tuhostí v závislosti na normálové síle a smyku. Lze použít pouze pro Picarda a nelze kombinovat s ostatními kódy pro membry!
    Reduction of bending stiffnesses based on the normal force and shear force. Can be used only with Picard and cannot be used with other member codes!
minimum_initial_strain_for_cable_membrane | xs:double | optional |
nonlinear_system_method | static_nonlinear_method | optional |
plate_bending_theory | plate_bending_theory_type | optional |
save_results_of_all_load_increments | xs:boolean | optional |
solver_of_equations | method_of_equation_system_type | optional |
time_increments | integer_positive | optional |
write_results_for_singular_system | xs:boolean | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="static_analysis_content">
      <xs:group ref="static_analysis_element_group"/>
      <xs:attributeGroup ref="static_analysis_attribute_group"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type limit_value_base

Namespace | No namespace
Annotations |
    Limitní hodnota sloužící k ukončení výpočtu.
    Limit value used to cancel the calculation.
Diagram |
Used by |
Element | nonlinear_stability/limit_value
Complex Types | limit_nodal_deformation, limit_strains
Source |
    <xs:complexType name="limit_value_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Limitní hodnota sloužící k ukončení výpočtu.</xs:documentation>
        <xs:documentation xml:lang="en">Limit value used to cancel the calculation.</xs:documentation>
      </xs:annotation>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type removed_failing_members_invidualy

Namespace | No namespace
Diagram |
Type | extension of reactivation_exceptional_handling_base
Type hierarchy | reactivation_exceptional_handling_base removed_failing_members_invidualy
Source |
    <xs:complexType name="removed_failing_members_invidualy">
      <xs:complexContent>
        <xs:extension base="reactivation_exceptional_handling_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type assign_reduced_stiffness_to_failing_members

Namespace | No namespace
Diagram |
Type | extension of reactivation_exceptional_handling_base
Type hierarchy | reactivation_exceptional_handling_base assign_reduced_stiffness_to_failing_members
Attributes |
QName | Type | Use |
--- | --- | --- | ---
reduction_factor_of_stiffness | double_positive | required |
Source |
    <xs:complexType name="assign_reduced_stiffness_to_failing_members">
      <xs:complexContent>
        <xs:extension base="reactivation_exceptional_handling_base">
          <xs:attribute name="reduction_factor_of_stiffness" type="double_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_analysis_setting_linear

Namespace | No namespace
Annotations |
    Lineární.
    Linear.
Diagram |
Type | extension of time_dependent_analysis_setting_base
Type hierarchy | time_dependent_analysis_setting_base time_dependent_analysis_setting_linear
Attributes |
QName | Type | Use |
--- | --- | --- | ---
time_increments | integer_positive | required |
Source |
    <xs:complexType name="time_dependent_analysis_setting_linear">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lineární.</xs:documentation>
        <xs:documentation xml:lang="en">Linear.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="time_dependent_analysis_setting_base">
          <xs:attribute name="time_increments" type="integer_positive" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_analysis_setting_logarithmic

Namespace | No namespace
Annotations |
    Logaritmické.
    Logarithmic.
Diagram |
Type | extension of time_dependent_analysis_setting_base
Type hierarchy | time_dependent_analysis_setting_base time_dependent_analysis_setting_logarithmic
Attributes |
QName | Type | Use |
--- | --- | --- | ---
initial_time_step | double_positive | optional |
time_increments | integer_positive | required |
Source |
    <xs:complexType name="time_dependent_analysis_setting_logarithmic">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Logaritmické.</xs:documentation>
        <xs:documentation xml:lang="en">Logarithmic.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="time_dependent_analysis_setting_base">
          <xs:attribute name="time_increments" type="integer_positive" use="required"/>
          <xs:attribute name="initial_time_step" type="double_positive" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_analysis_setting_function

Namespace | No namespace
Annotations |
    Lineární.
    Linear.
Diagram |
Type | extension of time_dependent_analysis_setting_base
Type hierarchy | time_dependent_analysis_setting_base time_dependent_analysis_setting_function
Model | function
Children | function
Attributes |
QName | Type | Use |
--- | --- | --- | ---
time_increments | integer_positive | optional |
Source |
    <xs:complexType name="time_dependent_analysis_setting_function">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lineární.</xs:documentation>
        <xs:documentation xml:lang="en">Linear.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="time_dependent_analysis_setting_base">
          <xs:sequence>
            <xs:element name="function" type="diagram_xy_base" minOccurs="1"/>
          </xs:sequence>
          <xs:attribute name="time_increments" type="integer_positive" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type linear_stability

Namespace | No namespace
Diagram |
Type | extension of analysis_setting_base
Type hierarchy | analysis_setting_base linear_stability
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
consider_favourable_effect_due_to_tension | xs:boolean | optional |
division_for_straight_members | xs:boolean | optional |
eigenvectors_beyond_critical_load_factor | xs:double | optional |
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
member_torsion_rotations_if_greater_then | xs:double | optional |
method | eigenvalue_method_type | required |
minimum_initial_strain_for_cable_membrane | xs:double | optional |
no_loading_for_instability_check | xs:boolean | optional |
note | xs:string | optional |
number_of_eigenvalues | xs:unsignedInt | required |
plate_bending_theory | plate_bending_theory_type | optional |
stress_matrix | stress_matrix_type | required |
Source |
    <xs:complexType name="linear_stability">
      <xs:complexContent>
        <xs:extension base="analysis_setting_base">
          <!--<xs:attribute name="analysis_type" type="stability_analysis_type" use="required"/>-->
          <xs:attribute name="number_of_eigenvalues" type="xs:unsignedInt" use="required"/>
          <xs:attribute name="method" type="eigenvalue_method_type" use="required"/>
          <xs:attribute name="stress_matrix" type="stress_matrix_type" use="required"/>
          <xs:attribute name="consider_favourable_effect_due_to_tension" type="xs:boolean"/>
          <xs:attribute name="plate_bending_theory" type="plate_bending_theory_type"/>
          <xs:attribute name="division_for_straight_members" type="xs:boolean"/>
          <xs:attribute name="eigenvectors_beyond_critical_load_factor" type="xs:double"/>
          <xs:attribute name="no_loading_for_instability_check" type="xs:boolean"/>
          <xs:attribute name="minimum_initial_strain_for_cable_membrane" type="xs:double"/>
          <xs:attribute name="member_torsion_rotations_if_greater_then" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type stress_matrix_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | STANDARD |
enumeration | UNIT |
Used by |
Attribute | linear_stability/@stress_matrix
Source |
    <xs:simpleType name="stress_matrix_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="STANDARD"/>
        <xs:enumeration value="UNIT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_refinement_of_last_increment

Namespace | No namespace
Annotations |
    Nepodporováno!
    Not supported!
Diagram |
Type | extension of refinement_of_last_increment_base
Type hierarchy | refinement_of_last_increment_base automatic_refinement_of_last_increment
Source |
    <xs:complexType name="automatic_refinement_of_last_increment">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nepodporováno!</xs:documentation>
        <xs:documentation xml:lang="en">Not supported!</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="refinement_of_last_increment_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type user_defined_refinement_of_last_increment

Namespace | No namespace
Annotations |
    Manuální zadání zjemnění.
    Manual refinement definition.
Diagram |
Type | extension of refinement_of_last_increment_base
Type hierarchy | refinement_of_last_increment_base user_defined_refinement_of_last_increment
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:unsignedInt | required |
Source |
    <xs:complexType name="user_defined_refinement_of_last_increment">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Manuální zadání zjemnění.</xs:documentation>
        <xs:documentation xml:lang="en">Manual refinement definition.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="refinement_of_last_increment_base">
          <xs:attribute name="value" type="xs:unsignedInt" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type combination_rule_CQC_constant_damping

Namespace | No namespace
Annotations |
    Tlumení je definováno jednou hodnotou.
    Damping is defined by one value.
Diagram |
Type | extension of spectral_analysis_combination_rule_base
Type hierarchy | spectral_analysis_combination_rule_base combination_rule_CQC_constant_damping
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
damping | xs:double | required |
signed_results_using_dominant_mode | xs:boolean | optional |
Source |
    <xs:complexType name="combination_rule_CQC_constant_damping">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tlumení je definováno jednou hodnotou.</xs:documentation>
        <xs:documentation xml:lang="en">Damping is defined by one value.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spectral_analysis_combination_rule_base">
          <xs:attribute name="damping" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type combination_rule_CQC_variable_damping

Namespace | No namespace
Annotations |
    Tlumení je definováno pro každý tvar u konkrétní analýzy.
    Damping is defined for each eigen mode in the analysis.
Diagram |
Type | extension of spectral_analysis_combination_rule_base
Type hierarchy | spectral_analysis_combination_rule_base combination_rule_CQC_variable_damping
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
Source |
    <xs:complexType name="combination_rule_CQC_variable_damping">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tlumení je definováno pro každý tvar u konkrétní analýzy.</xs:documentation>
        <xs:documentation xml:lang="en">Damping is defined for each eigen mode in the analysis.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="spectral_analysis_combination_rule_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type combination_rule_SRSS

Namespace | No namespace
Diagram |
Type | extension of spectral_analysis_combination_rule_base
Type hierarchy | spectral_analysis_combination_rule_base combination_rule_SRSS
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
unify_eigenshapes | relative | optional |
Source |
    <xs:complexType name="combination_rule_SRSS">
      <xs:complexContent>
        <xs:extension base="spectral_analysis_combination_rule_base">
          <xs:attribute name="unify_eigenshapes" type="relative" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type combination_rule_ABSOLUTE_SUM

Namespace | No namespace
Diagram |
Type | extension of spectral_analysis_combination_rule_base
Type hierarchy | spectral_analysis_combination_rule_base combination_rule_ABSOLUTE_SUM
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
Source |
    <xs:complexType name="combination_rule_ABSOLUTE_SUM">
      <xs:complexContent>
        <xs:extension base="spectral_analysis_combination_rule_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type combination_rule_MAX

Namespace | No namespace
Diagram |
Type | extension of spectral_analysis_combination_rule_base
Type hierarchy | spectral_analysis_combination_rule_base combination_rule_MAX
Model | signed_results{0,1}
Children | signed_results
Attributes |
QName | Type | Use |
--- | --- | --- | ---
signed_results_using_dominant_mode | xs:boolean | optional |
unify_eigenshapes | relative | optional |
Source |
    <xs:complexType name="combination_rule_MAX">
      <xs:complexContent>
        <xs:extension base="spectral_analysis_combination_rule_base">
          <xs:attribute name="unify_eigenshapes" type="relative" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type using_dominant_mode_auto

Namespace | No namespace
Diagram |
Type | extension of signed_results_using_dominant_mode_base
Type hierarchy | signed_results_using_dominant_mode_base using_dominant_mode_auto
Source |
    <xs:complexType name="using_dominant_mode_auto">
      <xs:complexContent>
        <xs:extension base="signed_results_using_dominant_mode_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type using_dominant_mode_auto_directional

Namespace | No namespace
Diagram |
Type | extension of signed_results_using_dominant_mode_base
Type hierarchy | signed_results_using_dominant_mode_base using_dominant_mode_auto_directional
Source |
    <xs:complexType name="using_dominant_mode_auto_directional">
      <xs:complexContent>
        <xs:extension base="signed_results_using_dominant_mode_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type using_dominant_mode_manual

Namespace | No namespace
Diagram |
Type | extension of signed_results_using_dominant_mode_base
Type hierarchy | signed_results_using_dominant_mode_base using_dominant_mode_manual
Attributes |
QName | Type | Use |
--- | --- | --- | ---
mode | xs:unsignedInt | required |
Source |
    <xs:complexType name="using_dominant_mode_manual">
      <xs:complexContent>
        <xs:extension base="signed_results_using_dominant_mode_base">
          <xs:attribute name="mode" type="xs:unsignedInt" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type dampings_for_cqc_rule

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | CONSTANT_FOR_EACH_MODE |
enumeration | DIFFERENT_FOR_EACH_MODE |
Source |
    <xs:simpleType name="dampings_for_cqc_rule">
      <xs:restriction base="xs:string">
        <xs:enumeration value="CONSTANT_FOR_EACH_MODE"/>
        <xs:enumeration value="DIFFERENT_FOR_EACH_MODE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type damping_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | damping_ratio, damping_ratio_table, rayleigh_damping
Elements | footfall_analysis/damping, modal_linear/damping, mode_superposition_harmonic_analysis/damping
Source |
    <xs:complexType name="damping_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type rayleigh_damping

Namespace | No namespace
Diagram |
Type | extension of damping_base
Type hierarchy | damping_base rayleigh_damping
Used by |
Elements | explicit_nonlinear/rayleigh_damping, full_harmonic_analysis/rayleigh_damping, newmark_linear/rayleigh_damping, newmark_nonlinear/rayleigh_damping
Attributes |
QName | Type | Use |
--- | --- | --- | ---
alpha | xs:double | optional |
beta | xs:double | optional |
Source |
    <xs:complexType name="rayleigh_damping">
      <xs:complexContent>
        <xs:extension base="damping_base">
          <xs:attribute name="alpha" type="xs:double"/>
          <xs:attribute name="beta" type="xs:double"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type damping_ratio

Namespace | No namespace
Diagram |
Type | extension of damping_base
Type hierarchy | damping_base damping_ratio
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="damping_ratio">
      <xs:complexContent>
        <xs:extension base="damping_base">
          <xs:attribute name="value" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type damping_ratio_table

Namespace | No namespace
Diagram |
Type | extension of damping_base
Type hierarchy | damping_base damping_ratio_table
Used by |
Element | analysis_spectral_base/mode_shapes
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
damping | array_of_double | optional |
    Počet členů damping musí být stejný jako počet členů modes.
    Number of damping elements needs to be the same as number of modes.
modes | references | required |
Source |
    <xs:complexType name="damping_ratio_table">
      <xs:complexContent>
        <xs:extension base="damping_base">
          <xs:attribute name="modes" type="references" use="required"/>
          <xs:attribute name="damping" type="array_of_double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet členů damping musí být stejný jako počet členů modes.</xs:documentation>
              <xs:documentation xml:lang="en">Number of damping elements needs to be the same as number of modes.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type footfall_analysis

Namespace | No namespace
Diagram |
Type | extension of time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base footfall_analysis
Model | damping{0,1}
Children | damping
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
combination_method | footfall_combination_method | required |
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
maximal_frequency | xs:double | optional |
    Pokud není zadáno vezmou se všechny. Pokud je zadáno je omezeno touto maximální hodnotou. Vyšší se nevezme.
    If not specified, all will be taken. If specified, it is limited to this maximum value. Higher values will not be taken.
norm_type | footfall_norm_type | required |
note | xs:string | optional |
type | footfall_analysis_type | required |
vibration_dose_value | xs:double | optional |
    Povinný atribut pro typ normy: SCI_P354.
    Required attribute for standard type: SCI_P354.
weight_walker | xs:double | required |
    Hmota chodce.
    Weight of the walker.
Source |
    <xs:complexType name="footfall_analysis">
      <xs:complexContent>
        <xs:extension base="time_analysis_base">
          <xs:sequence>
            <!--<xs:element name="mode_shapes" type="damping_ratio_table" minOccurs="0"/>-->
            <xs:element name="damping" type="damping_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="type" type="footfall_analysis_type" use="required"/>
          <xs:attribute name="combination_method" type="footfall_combination_method" use="required"/>
          <xs:attribute name="norm_type" type="footfall_norm_type" use="required"/>
          <xs:attribute name="weight_walker" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Hmota chodce.</xs:documentation>
              <xs:documentation xml:lang="en">Weight of the walker.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="vibration_dose_value" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Povinný atribut pro typ normy: SCI_P354.</xs:documentation>
              <xs:documentation xml:lang="en">Required attribute for standard type: SCI_P354.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="maximal_frequency" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pokud není zadáno vezmou se všechny. Pokud je zadáno je omezeno touto maximální hodnotou. Vyšší se nevezme.</xs:documentation>
              <xs:documentation xml:lang="en">If not specified, all will be taken. If specified, it is limited to this maximum value. Higher values will not be taken.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type footfall_analysis_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | TRANSIENT |
enumeration | STEADY |
Used by |
Attribute | footfall_analysis/@type
Source |
    <xs:simpleType name="footfall_analysis_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="TRANSIENT"/>
        <xs:enumeration value="STEADY"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type footfall_combination_method

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | SOP |
    SOP (Sum of Peaks): Přímý součet odezvy píků.
enumeration | SRSS |
    SRSS (druhá odmocnina ze součtu čtverců): Metoda pro kombinování více odpovědí za předpokladu, že jsou statisticky nezávislé.
enumeration | SOP_RMS |
    SOP_RMS (Sum of RMS values): Součet efektivních hodnot jednotlivých odpovědí.
enumeration | SRSS_RMS |
    SRSS_RMS: SRSS hodnot RMS; často se používá při kombinování vibračních odezev ve frekvenční doméně.
Used by |
Attribute | footfall_analysis/@combination_method
Source |
    <xs:simpleType name="footfall_combination_method">
      <xs:restriction base="xs:string">
        <xs:enumeration value="SOP">
          <xs:annotation>
            <xs:documentation xml:lang="cs">SOP (Sum of Peaks): Přímý součet odezvy píků.</xs:documentation>
            <xs:documentation xml:lang="en">SOP (Sum of Peaks): A straightforward summation of peak responses.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="SRSS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">SRSS (druhá odmocnina ze součtu čtverců): Metoda pro kombinování více odpovědí za předpokladu, že jsou statisticky nezávislé.</xs:documentation>
            <xs:documentation xml:lang="en">SRSS (Square Root of Sum of Squares): A method for combining multiple responses assuming they are statistically independent.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="SOP_RMS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">SOP_RMS (Sum of RMS values): Součet efektivních hodnot jednotlivých odpovědí.</xs:documentation>
            <xs:documentation xml:lang="en">SOP_RMS (Sum of RMS values): Sum of root mean square values of individual responses.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="SRSS_RMS">
          <xs:annotation>
            <xs:documentation xml:lang="cs">SRSS_RMS: SRSS hodnot RMS; často se používá při kombinování vibračních odezev ve frekvenční doméně.</xs:documentation>
            <xs:documentation xml:lang="en">SRSS_RMS: SRSS of RMS values; often used when combining vibration responses in frequency domain.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type footfall_norm_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | SCI_P354 |
    Vyžadován atribut vibration_dose_value a u harmonic_load parametr Ta.
enumeration | CCIP_016 |
    .
enumeration | AISC_DG11 |
    .
Used by |
Attribute | footfall_analysis/@norm_type
Source |
    <xs:simpleType name="footfall_norm_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="SCI_P354">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Vyžadován atribut vibration_dose_value a u harmonic_load parametr Ta.</xs:documentation>
            <xs:documentation xml:lang="en">The vibration_dose_value attribute and the Ta parameter for harmonic_load are required.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="CCIP_016">
          <xs:annotation>
            <xs:documentation xml:lang="cs">.</xs:documentation>
            <xs:documentation xml:lang="en">.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="AISC_DG11">
          <xs:annotation>
            <xs:documentation xml:lang="cs">.</xs:documentation>
            <xs:documentation xml:lang="en">.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type footfall_harmonic_load_type

Namespace | No namespace
Diagram |
Used by |
Element | footfall_diagrams/harmonic_loads
Model | harmonic_load+
Children | harmonic_load
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
t_a | xs:double | optional |
    Povinný atribut pro typ normy: SCI_P354.
    Required attribute for standard type: SCI_P354.
type | response_spectrum_diagram_type | required |
Source |
    <xs:complexType name="footfall_harmonic_load_type">
      <xs:sequence>
        <xs:element name="harmonic_load" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="value" type="xs:double" use="required"/>
            <xs:attribute name="amplitude" type="xs:double" use="required"/>
            <xs:attribute name="phase_shift" type="xs:double" use="required"/>
            <xs:attribute name="weighting_factor" type="xs:double" use="optional">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Pokud není zapsáno musí být zapsán element weighting_factors.</xs:documentation>
                <xs:documentation xml:lang="en">If not written, the weighting_factors element must be written.</xs:documentation>
              </xs:annotation>
            </xs:attribute>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="type" type="response_spectrum_diagram_type" use="required"/>
      <xs:attribute name="t_a" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Povinný atribut pro typ normy: SCI_P354.</xs:documentation>
          <xs:documentation xml:lang="en">Required attribute for standard type: SCI_P354.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type response_spectrum_diagram_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | FREQUENCY |
enumeration | PERIOD |
Used by |
Attributes | footfall_harmonic_load_type/@type, response_spectrum_diagram/@type
Source |
    <xs:simpleType name="response_spectrum_diagram_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="FREQUENCY"/>
        <xs:enumeration value="PERIOD"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type mode_superposition_harmonic_analysis

Namespace | No namespace
Diagram |
Type | extension of harmonic_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base harmonic_analysis_base mode_superposition_harmonic_analysis
Model | type{0,1} , damping{0,1}
Children | damping, type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
load_signature_mode | reference | optional |
    Tvar pro určení znaménka zatížení.
    Mode for load signature definition.
modal_analysis | reference | required |
note | xs:string | optional |
old_amplitude_sum | xs:boolean | optional |
    Starý výpočet amplitudy (period division needs to be == 1).
    Old amplitude calculation (period division needs to be == 1).
Source |
    <xs:complexType name="mode_superposition_harmonic_analysis">
      <xs:complexContent>
        <xs:extension base="harmonic_analysis_base">
          <xs:sequence>
            <xs:element name="damping" type="damping_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="modal_analysis" type="reference" use="required"/>
          <xs:attribute name="load_signature_mode" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tvar pro určení znaménka zatížení.</xs:documentation>
              <xs:documentation xml:lang="en">Mode for load signature definition.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="old_amplitude_sum" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Starý výpočet amplitudy (period division needs to be == 1).</xs:documentation>
              <xs:documentation xml:lang="en">Old amplitude calculation (period division needs to be == 1).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type full_harmonic_analysis

Namespace | No namespace
Diagram |
Type | extension of harmonic_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base harmonic_analysis_base full_harmonic_analysis
Model | type{0,1} , acting_masses , neglect_masses{0,1} , rayleigh_damping{0,1}
Children | acting_masses, neglect_masses, rayleigh_damping, type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:complexType name="full_harmonic_analysis">
      <xs:complexContent>
        <xs:extension base="harmonic_analysis_base">
          <xs:sequence>
            <xs:element name="acting_masses" type="acting_masses_type"/>
            <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
            <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="mass_matrix" type="mass_matrix_type" use="required"/>
          <xs:attribute name="mass_lumping" type="mass_lumping_type"/>
          <xs:attribute name="plate_bending_theory" type="plate_bending_theory_type"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type frequency_response

Namespace | No namespace
Annotations |
    Výpočet harmonické odezvy pro frekvence (pouze výpočet fáze a amplitudy).
    Frequency for harmonic response calculation (only calculation of phase and amlpitude).
Diagram |
Type | extension of harmonic_analysis_type_base
Type hierarchy | harmonic_analysis_type_base frequency_response
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
frequencies | array_of_double | required |
    Frekvence pro výpočet harmonické odezvy.
    Frequency for harmonic response calculation.
Source |
    <xs:complexType name="frequency_response">
      <xs:complexContent>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Výpočet harmonické odezvy pro frekvence (pouze výpočet fáze a amplitudy).</xs:documentation>
          <xs:documentation xml:lang="en">Frequency for harmonic response calculation (only calculation of phase and amlpitude).</xs:documentation>
        </xs:annotation>
        <xs:extension base="harmonic_analysis_type_base">
          <xs:attribute name="frequencies" type="array_of_double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Frekvence pro výpočet harmonické odezvy.</xs:documentation>
              <xs:documentation xml:lang="en">Frequency for harmonic response calculation.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type specific_frequency_period_response

Namespace | No namespace
Annotations |
    Výpočet harmonické odezvy pro konkrétní frekvenci (výpočet celé periody včetně vnitřních sil).
    Specific frequency for harmonic response calculation (entire period calculation including internal forces).
Diagram |
Type | extension of harmonic_analysis_type_base
Type hierarchy | harmonic_analysis_type_base specific_frequency_period_response
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
frequency | xs:double | required |
    Frekvence pro výpočet harmonické odezvy.
    Frequency for harmonic response calculation.
period_division | xs:unsignedInt | required |
    Počet dělení periody. (Pozor, pro 0 v mode_superposition_harmonic_analysis => speciální suma reálné a imaginární části.)
    Number of period division. (Warning, for 0 in mode_superposition_harmonic_analysis => special sum of real and imaginary part.)
Source |
    <xs:complexType name="specific_frequency_period_response">
      <xs:complexContent>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Výpočet harmonické odezvy pro konkrétní frekvenci (výpočet celé periody včetně vnitřních sil).</xs:documentation>
          <xs:documentation xml:lang="en">Specific frequency for harmonic response calculation (entire period calculation including internal forces).</xs:documentation>
        </xs:annotation>
        <xs:extension base="harmonic_analysis_type_base">
          <xs:attribute name="frequency" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Frekvence pro výpočet harmonické odezvy.</xs:documentation>
              <xs:documentation xml:lang="en">Frequency for harmonic response calculation.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="period_division" type="xs:unsignedInt" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet dělení periody. (Pozor, pro 0 v mode_superposition_harmonic_analysis => speciální suma reálné a imaginární části.)</xs:documentation>
              <xs:documentation xml:lang="en">Number of period division. (Warning, for 0 in mode_superposition_harmonic_analysis => special sum of real and imaginary part.)</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type modal_linear

Namespace | No namespace
Diagram |
Type | extension of time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base modal_linear
Model | ALL(time damping{0,1})
Children | damping, time
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
modal_analysis | reference | required |
note | xs:string | optional |
Source |
    <xs:complexType name="modal_linear">
      <xs:complexContent>
        <xs:extension base="time_analysis_base">
          <xs:all>
            <xs:element name="time">
              <xs:complexType>
                <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
                <xs:attribute name="end_time" type="xs:double" use="required"/>
                <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="damping" type="damping_base" minOccurs="0"/>
          </xs:all>
          <xs:attribute name="modal_analysis" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type linear_time_analysis_base

Namespace | No namespace
Diagram |
Type | extension of time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base linear_time_analysis_base
Used by |
Complex Types | explicit_nonlinear, newmark_linear, newmark_nonlinear
Model | acting_masses , neglect_masses{0,1}
Children | acting_masses, neglect_masses
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:complexType name="linear_time_analysis_base">
      <xs:complexContent>
        <xs:extension base="time_analysis_base">
          <xs:sequence>
            <xs:element name="acting_masses" type="acting_masses_type"/>
            <xs:element name="neglect_masses" type="neglect_masses_type" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="mass_matrix" type="mass_matrix_type" use="required"/>
          <xs:attribute name="mass_lumping" type="mass_lumping_type"/>
          <xs:attribute name="plate_bending_theory" type="plate_bending_theory_type"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type newmark_linear

Namespace | No namespace
Diagram |
Type | extension of linear_time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base linear_time_analysis_base newmark_linear
Model | acting_masses , neglect_masses{0,1} , time , rayleigh_damping{0,1}
Children | acting_masses, neglect_masses, rayleigh_damping, time
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:complexType name="newmark_linear">
      <xs:complexContent>
        <xs:extension base="linear_time_analysis_base">
          <xs:sequence>
            <xs:element name="time">
              <xs:complexType>
                <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
                <xs:attribute name="end_time" type="xs:double" use="required"/>
                <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type newmark_nonlinear

Namespace | No namespace
Diagram |
Type | extension of linear_time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base linear_time_analysis_base newmark_nonlinear
Model | acting_masses , neglect_masses{0,1} , time , rayleigh_damping{0,1} , precision_and_tolerance{0,1} , reactivation_of_failing_members{0,1}
Children | acting_masses, neglect_masses, precision_and_tolerance, rayleigh_damping, reactivation_of_failing_members, time
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
iterations | integer_positive | optional |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
Source |
    <xs:complexType name="newmark_nonlinear">
      <xs:complexContent>
        <xs:extension base="linear_time_analysis_base">
          <xs:sequence>
            <xs:element name="time">
              <xs:complexType>
                <xs:attribute name="calculation_time_step" type="xs:double" use="required"/>
                <xs:attribute name="end_time" type="xs:double" use="required"/>
                <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0"/>
            <xs:element name="precision_and_tolerance" minOccurs="0">
              <xs:complexType>
                <xs:attribute name="precision_of_convergence_criteria" type="double_positive" use="required"/>
                <xs:attribute name="matrix_singularity_epsilon" type="xs:double"/>
                <xs:attribute name="matrix_singularity_ratio" type="xs:double"/>
                <xs:attribute name="robustness_of_iterative_calculation" type="xs:double"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="iterations" type="integer_positive"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type explicit_nonlinear

Namespace | No namespace
Diagram |
Type | extension of linear_time_analysis_base
Type hierarchy | analysis_setting_base time_analysis_base linear_time_analysis_base explicit_nonlinear
Model | acting_masses , neglect_masses{0,1} , time , rayleigh_damping{0,1} , reactivation_of_failing_members{0,1}
Children | acting_masses, neglect_masses, rayleigh_damping, reactivation_of_failing_members, time
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
limit_ncpu | integer_positive | optional |
    Limit počtu výpočetních jader procesoru použitých k výpočtu.
    The limit on the number of processor computing cores used for the calculation.
mass_lumping | mass_lumping_type | optional |
mass_matrix | mass_matrix_type | required |
note | xs:string | optional |
plate_bending_theory | plate_bending_theory_type | optional |
rayleigh_damping_alpha | double_positive | optional |
timestep_ratio | double_positive | optional |
Wildcard: ANY attribute from ANY namespace
Source |
    <xs:complexType name="explicit_nonlinear">
      <xs:complexContent>
        <xs:extension base="linear_time_analysis_base">
          <xs:sequence>
            <xs:element name="time">
              <xs:complexType>
                <xs:attribute name="calculation_time_step" type="xs:double" use="optional"/>
                <xs:attribute name="end_time" type="xs:double" use="required"/>
                <xs:attribute name="saving_time_step" type="xs:double" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="rayleigh_damping" type="rayleigh_damping" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Může být použita pouze alfa. Nelze kombinovat s atributem rayleigh_damping_alpha.</xs:documentation>
                <xs:documentation xml:lang="en">Only alpha can be used. Cannot be combined with the attribute rayleigh_damping_alpha.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="reactivation_of_failing_members" type="reactivation_of_failing_members_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="rayleigh_damping_alpha" type="double_positive"/>
          <xs:attribute name="timestep_ratio" type="double_positive"/>
          <xs:anyAttribute processContents="lax"/>
          <!-- neni relevantni? -->
          <!-- <xs:attribute name="large_deformation" type="xs:boolean"/> -->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type defined

Namespace | No namespace
Diagram |
Type | extension of number_of_eigenvalues_base
Type hierarchy | number_of_eigenvalues_base defined
Attributes |
QName | Type | Use |
--- | --- | --- | ---
count | xs:unsignedInt | required |
Source |
    <xs:complexType name="defined">
      <xs:complexContent>
        <xs:extension base="number_of_eigenvalues_base">
          <xs:attribute name="count" type="xs:unsignedInt" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_to_reach_effective_modal_mass_factor

Namespace | No namespace
Diagram |
Type | extension of number_of_eigenvalues_base
Type hierarchy | number_of_eigenvalues_base automatic_to_reach_effective_modal_mass_factor
Attributes |
QName | Type | Use |
--- | --- | --- | ---
factor | xs:double | required |
Source |
    <xs:complexType name="automatic_to_reach_effective_modal_mass_factor">
      <xs:complexContent>
        <xs:extension base="number_of_eigenvalues_base">
          <xs:attribute name="factor" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type automatic_to_reach_frequency

Namespace | No namespace
Diagram |
Type | extension of number_of_eigenvalues_base
Type hierarchy | number_of_eigenvalues_base automatic_to_reach_frequency
Attributes |
QName | Type | Use |
--- | --- | --- | ---
frequency | xs:double | required |
Source |
    <xs:complexType name="automatic_to_reach_frequency">
      <xs:complexContent>
        <xs:extension base="number_of_eigenvalues_base">
          <xs:attribute name="frequency" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type time_analysis_method_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LINEAR_NEWMARK |
enumeration | NONLINEAR_NEWMARK |
enumeration | NONLINEAR_EXPLICIT |
Source |
    <xs:simpleType name="time_analysis_method_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LINEAR_NEWMARK"/>
        <xs:enumeration value="NONLINEAR_NEWMARK"/>
        <xs:enumeration value="NONLINEAR_EXPLICIT"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type mass_to_loads_conversion_type

Namespace | No namespace
Annotations |
    Převod hmot na zatížení je vždy do globálních směrů.
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ALL |
enumeration | IN_DIRECTION_OF_ACCELERATION |
Source |
    <xs:simpleType name="mass_to_loads_conversion_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Převod hmot na zatížení je vždy do globálních směrů.</xs:documentation>
      </xs:annotation>
      <xs:restriction base="xs:string">
        <xs:enumeration value="ALL"/>
        <xs:enumeration value="IN_DIRECTION_OF_ACCELERATION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type limit_nodal_deformation

Namespace | No namespace
Annotations |
    Limitní hodnota deformace v uzlu sloužící k ukončení výpočtu.
    Limit value at the node used to cancel the calculation.
Diagram |
Type | extension of limit_value_base
Type hierarchy | limit_value_base limit_nodal_deformation
Attributes |
QName | Type | Use |
--- | --- | --- | ---
direction | limit_value_direction | required |
node | reference | optional |
value | xs:double | required |
Source |
    <xs:complexType name="limit_nodal_deformation">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Limitní hodnota deformace v uzlu sloužící k ukončení výpočtu.</xs:documentation>
        <xs:documentation xml:lang="en">Limit value at the node used to cancel the calculation.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="limit_value_base">
          <xs:attribute name="node" type="reference" use="optional"/>
          <xs:attribute name="direction" type="limit_value_direction" use="required"/>
          <xs:attribute name="value" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type limit_strain

Namespace | No namespace
Annotations |
    Limitní hodnota strainu v uzlu/ploše/solidu sloužící k ukončení výpočtu.
    Limit strain value at the node/surface/solid used to cancel the calculation.
Diagram |
Used by |
Element | limit_strains/limit
Model | entities+
Children | entities
Attributes |
QName | Type | Use |
--- | --- | --- | ---
value | xs:double | required |
Source |
    <xs:complexType name="limit_strain">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Limitní hodnota strainu v uzlu/ploše/solidu sloužící k ukončení výpočtu.</xs:documentation>
        <xs:documentation xml:lang="en">Limit strain value at the node/surface/solid used to cancel the calculation.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="entities" type="entity_selection_base" minOccurs="1" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="value" type="xs:double" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type entity_selection_base

Namespace | No namespace
Annotations |
    Výběr entity, seznam nebo všechny.
    Entity selection, a list or all.
Diagram |
Used by |
Element | limit_strain/entities
Complex Types | entity_selection_all, entity_selection_list
Source |
    <xs:complexType name="entity_selection_base">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výběr entity, seznam nebo všechny.</xs:documentation>
        <xs:documentation xml:lang="en">Entity selection, a list or all.</xs:documentation>
      </xs:annotation>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type limit_strains

Namespace | No namespace
Annotations |
    Limitní hodnota strainu v uzlu/ploše/solidu sloužící k ukončení výpočtu (there is limit for 64 entities).
    Limit strain value at the node/surface/solid used to cancel the calculation (there is limit for 64 entities).
Diagram |
Type | extension of limit_value_base
Type hierarchy | limit_value_base limit_strains
Model | limit+
Children | limit
Source |
    <xs:complexType name="limit_strains">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Limitní hodnota strainu v uzlu/ploše/solidu sloužící k ukončení výpočtu (there is limit for 64 entities).</xs:documentation>
        <xs:documentation xml:lang="en">Limit strain value at the node/surface/solid used to cancel the calculation (there is limit for 64 entities).</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="limit_value_base">
          <xs:sequence>
            <xs:element name="limit" type="limit_strain" minOccurs="1" maxOccurs="unbounded"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type entity_selection_list

Namespace | No namespace
Annotations |
    Výběr entity, seznam nebo všechny.
    Entity selection, a list or all.
Diagram |
Type | extension of entity_selection_base
Type hierarchy | entity_selection_base entity_selection_list
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | references | optional |
solids | references | optional |
surfaces | references | optional |
Source |
    <xs:complexType name="entity_selection_list">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výběr entity, seznam nebo všechny.</xs:documentation>
        <xs:documentation xml:lang="en">Entity selection, a list or all.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="entity_selection_base">
          <xs:attribute name="members" type="references" use="optional"/>
          <xs:attribute name="surfaces" type="references" use="optional"/>
          <xs:attribute name="solids" type="references" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type entity_selection_all

Namespace | No namespace
Annotations |
    Výběr entity, seznam nebo všechny.
    Entity selection, a list or all.
Diagram |
Type | extension of entity_selection_base
Type hierarchy | entity_selection_base entity_selection_all
Attributes |
QName | Type | Use |
--- | --- | --- | ---
members | xs:boolean | optional |
solids | xs:boolean | optional |
surfaces | xs:boolean | optional |
Source |
    <xs:complexType name="entity_selection_all">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výběr entity, seznam nebo všechny.</xs:documentation>
        <xs:documentation xml:lang="en">Entity selection, a list or all.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="entity_selection_base">
          <xs:attribute name="members" type="xs:boolean" use="optional"/>
          <xs:attribute name="surfaces" type="xs:boolean" use="optional"/>
          <xs:attribute name="solids" type="xs:boolean" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_base

Namespace | No namespace
Diagram |
Used by |
Complex Types | analysis_footfall, analysis_harmonic, analysis_imperfection, analysis_influence, analysis_modal, analysis_pushover, analysis_spectral_base, analysis_stability_linear, analysis_stability_nonlinear, analysis_static, analysis_static_node_load, analysis_time
Element | solver_input/analyses/analysis
Model | geotechnic_settings{0,1}
Children | geotechnic_settings
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_base">
      <xs:sequence>
        <xs:element name="geotechnic_settings" type="geotechnical_analysis_settings_base" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pod tímto číslem poběží výpočet.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="settings" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo nastavení výpočtu v analysis_settings.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="construction_stage" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo fáze v construction_stages.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="structure_modification" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Modifikace konstrukce zadané v elementu structure.</xs:documentation>
          <xs:documentation xml:lang="en">Modification of structure defined in structure element.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="tag" type="xs:string" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="finite_element_data_block" type="reference">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku. Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="cutting_patterns" type="xs:boolean" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Spuštění výpočtu střihových vzorů.</xs:documentation>
          <xs:documentation xml:lang="en">Analysis of cutting patterns.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_influence

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_influence
Model | geotechnic_settings{0,1} , initial_state{0,1} , time_dependent{0,1} , supported_node_influence{0,1} , member_influence{0,1} , surface_influence{0,1}
Children | geotechnic_settings, initial_state, member_influence, supported_node_influence, surface_influence, time_dependent
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
factor_for_unit_force | xs:double | optional |
    Faktor pro jednotkovou sílu. Default = 1.0.
    Factor for unit force. Default = 1.0.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
imperfection_analyses | references | optional |
    Odkaz na analýzy pro zatěžovací stav typu imperfection (pouze pro member_imperfection_type_general se sign atributy).
    Reference to analyses for imperfection case (only for member_imperfection_type_general with sign attributes).
imperfection_case | reference | optional |
    Číslo zatěžovacího stavu typu imperfection.
    Number of imperfection case.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_influence">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <xs:element name="time_dependent" type="time_dependent_analysis" minOccurs="0"/>
            <xs:element name="supported_node_influence" minOccurs="0" maxOccurs="1">
              <xs:complexType>
                <xs:attribute name="node_id" type="reference" use="required"/>
                <xs:attribute name="quantity" type="influence_quantity_member" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="member_influence" minOccurs="0" maxOccurs="1">
              <xs:complexType>
                <xs:attribute name="member_id" type="reference" use="required"/>
                <xs:attribute name="distance" type="xs:double" use="required"/>
                <xs:attribute name="distance_type" type="distance_type" use="required"/>
                <xs:attribute name="quantity" type="influence_quantity_member" use="required"/>
              </xs:complexType>
            </xs:element>
            <xs:element name="surface_influence" minOccurs="0" maxOccurs="1">
              <xs:complexType>
                <xs:sequence>
                  <xs:element name="plane" type="projection_plane_base" minOccurs="0" maxOccurs="1">
                    <xs:annotation>
                      <xs:documentation xml:lang="cs">Definovat tento element nebo atribut node_id.</xs:documentation>
                      <xs:documentation xml:lang="en">Define this element or the attribute node_id.</xs:documentation>
                    </xs:annotation>
                  </xs:element>
                </xs:sequence>
                <xs:attribute name="surface_id" type="reference" use="required"/>
                <xs:attribute name="node_id" type="reference" use="optional">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Definovat tento atribut nebo element plane.</xs:documentation>
                    <xs:documentation xml:lang="en">Define this attribute or the element plane.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="quantity" type="influence_quantity_surface" use="required"/>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="imperfection_case" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo zatěžovacího stavu typu imperfection.</xs:documentation>
              <xs:documentation xml:lang="en">Number of imperfection case.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="imperfection_analyses" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na analýzy pro zatěžovací stav typu imperfection (pouze pro member_imperfection_type_general se sign atributy).</xs:documentation>
              <xs:documentation xml:lang="en">Reference to analyses for imperfection case (only for member_imperfection_type_general with sign attributes).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="factor_for_unit_force" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Faktor pro jednotkovou sílu. Default = 1.0.</xs:documentation>
              <xs:documentation xml:lang="en">Factor for unit force. Default = 1.0.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type time_dependent_analysis

Namespace | No namespace
Annotations |
    Časy ve dnech.
    Time in days.
Diagram |
Used by |
Elements | analysis_influence/time_dependent, analysis_static/time_dependent
Attributes |
QName | Type | Use |
--- | --- | --- | ---
linear | xs:boolean | optional |
t_end | double_positive | required |
t_start | double_non_negative | required |
Source |
    <xs:complexType name="time_dependent_analysis">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Časy ve dnech.</xs:documentation>
        <xs:documentation xml:lang="en">Time in days.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="t_start" type="double_non_negative" use="required"/>
      <xs:attribute name="t_end" type="double_positive" use="required"/>
      <xs:attribute name="linear" type="xs:boolean"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_static_node_load

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_static_node_load
Model | geotechnic_settings{0,1} , initial_state{0,1}
Children | geotechnic_settings, initial_state
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
directions | array_of_directions | required |
directions_values | array_of_double | optional |
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
nodes | references | required |
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_static_node_load">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="nodes" type="references" use="required"/>
          <xs:attribute name="directions" type="array_of_directions" use="required"/>
          <xs:attribute name="directions_values" type="array_of_double"/>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_static

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_static
Model | geotechnic_settings{0,1} , initial_state{0,1} , time_dependent{0,1} , load_case* , load_combination* , additional_stresses{0,1} , equivalent_lateral_forces{0,1} , accidental_eccentricity{0,1} , submodeling{0,1} , moving_load{0,1}
Children | accidental_eccentricity, additional_stresses, equivalent_lateral_forces, geotechnic_settings, initial_state, load_case, load_combination, moving_load, submodeling, time_dependent
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
diffusion_analysis | xs:boolean | optional |
    Výpočet difuze - zatím pouze takto bez statiky.
    Výpočet difuze - zatím pouze takto bez statiky.
discontinuities | references | optional |
    Odkaz na diskontinuity - v první fázy pouze na jednu později bude nejspíš rozšířeno.
    References to discontinuities - in the first phase only for one later will likely be extended.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
fluid_flow_analysis | xs:boolean | optional |
    Výpočet proudění kapaliny - zatím pouze takto bez statiky.
    Výpočet proudění kapaliny - zatím pouze takto bez statiky.
id | id | required |
    Pod tímto číslem poběží výpočet.
imperfection_analyses | references | optional |
    Odkaz na analýzy pro zatěžovací stav typu imperfection (pouze pro member_imperfection_type_general se sign atributy).
    Reference to analyses for imperfection case (only for member_imperfection_type_general with sign attributes).
imperfection_case | reference | optional |
    Číslo zatěžovacího stavu typu imperfection.
    Number of imperfection case.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
static_condensations | references | optional |
    Odkaz na id static_condensation.
    References to ids of static_condensation.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
thermal_analysis | xs:boolean | optional |
    Výpočet teplotn analýzy - zatím pouze takto bez statiky.
    Výpočet teplotn analýzy - zatím pouze takto bez statiky.
Source |
    <xs:complexType name="analysis_static">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <!--<xs:choice minOccurs="0">
                <xs:element name="initial_state" type="initial_state_base"/>
                <xs:element name="forces_for_geometric_stiffness" type="initial_state_base"/>
              </xs:choice>-->
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                  <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                </xs:annotation>
              </xs:element>-->
            <xs:element name="time_dependent" type="time_dependent_analysis" minOccurs="0"/>
            <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
            <xs:element name="equivalent_lateral_forces" type="equivalent_lateral_forces_base" minOccurs="0"/>
            <xs:element name="accidental_eccentricity" type="accidental_eccentricity_base" minOccurs="0"/>
            <xs:element name="submodeling" minOccurs="0">
              <xs:complexType>
                <xs:sequence>
                  <xs:element name="import_deformations" type="submodel_import_deformations" minOccurs="0"/>
                  <xs:element name="create_artificial_shape_for_visualization" type="artificial_shape_for_visualization" minOccurs="0"/>
                </xs:sequence>
              </xs:complexType>
            </xs:element>
            <xs:element name="moving_load" minOccurs="0">
              <xs:complexType>
                <!--<xs:sequence>
                    <xs:element name="import_deformations" type="submodel_import_deformations" minOccurs="0"/>
                    <xs:element name="create_artificial_shape_for_visualization" type="artificial_shape_for_visualization" minOccurs="0"/>
                  </xs:sequence>-->
                <xs:attribute name="step" type="xs:double" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Velikost kroku v [m].</xs:documentation>
                    <xs:documentation xml:lang="en">Size of a step [m].</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="ref" type="reference" use="required">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Číslo moving_load.</xs:documentation>
                    <xs:documentation xml:lang="en">Number of the moving_load.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
                <xs:attribute name="multiplier" type="xs:double"/>
                <xs:attribute name="analysis_influence_ref" type="reference" use="optional">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Číslo na analýzu příčinkové čáry/plochy pro příslušnou veličinu.</xs:documentation>
                    <xs:documentation xml:lang="en">Number for analysis of the influence line/surface for the respective quantity.</xs:documentation>
                  </xs:annotation>
                </xs:attribute>
              </xs:complexType>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!-- <xs:attribute name="imperfection_case" type="reference">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Číslo zatěžovacího stavu typu local_imperfection, nelze kombinovat s jiným zatížením (load_case/load_combination/local_imperfection_case).</xs:documentation>
                <xs:documentation xml:lang="en">Number of local_imperfection case, cannot be combined with another load (load_case/load_combination/local_imperfection_case).</xs:documentation>
              </xs:annotation>
            </xs:attribute>     -->
          <xs:attribute name="imperfection_case" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo zatěžovacího stavu typu imperfection.</xs:documentation>
              <xs:documentation xml:lang="en">Number of imperfection case.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="imperfection_analyses" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na analýzy pro zatěžovací stav typu imperfection (pouze pro member_imperfection_type_general se sign atributy).</xs:documentation>
              <xs:documentation xml:lang="en">Reference to analyses for imperfection case (only for member_imperfection_type_general with sign attributes).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="discontinuities" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na diskontinuity - v první fázy pouze na jednu později bude nejspíš rozšířeno.</xs:documentation>
              <xs:documentation xml:lang="en">References to discontinuities - in the first phase only for one later will likely be extended.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="static_condensations" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na id static_condensation.</xs:documentation>
              <xs:documentation xml:lang="en">References to ids of static_condensation.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="thermal_analysis" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Výpočet teplotn analýzy - zatím pouze takto bez statiky.</xs:documentation>
              <xs:documentation xml:lang="en">Výpočet teplotn analýzy - zatím pouze takto bez statiky.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="fluid_flow_analysis" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Výpočet proudění kapaliny - zatím pouze takto bez statiky.</xs:documentation>
              <xs:documentation xml:lang="en">Výpočet proudění kapaliny - zatím pouze takto bez statiky.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="diffusion_analysis" type="xs:boolean" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Výpočet difuze - zatím pouze takto bez statiky.</xs:documentation>
              <xs:documentation xml:lang="en">Výpočet difuze - zatím pouze takto bez statiky.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_case_ref_in_analysis

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_modal/load_case, analysis_pushover/load_case, analysis_stability_nonlinear/load_case, analysis_static/load_case, masses_set/load_case
Complex Types | load_case_ref_in_harmonic_analysis, load_case_ref_in_time_analysis
Attributes |
QName | Type | Use |
--- | --- | --- | ---
multiplier | xs:double | optional |
ref | reference | required |
Source |
    <xs:complexType name="load_case_ref_in_analysis">
      <!-- load_case: reference na zatížení-->
      <xs:attribute name="ref" type="reference" use="required"/>
      <!-- multiplier: násobitel load_casu-->
      <xs:attribute name="multiplier" type="xs:double"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_combination_ref_in_analysis

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_modal/load_combination, analysis_pushover/load_combination, analysis_stability_nonlinear/load_combination, analysis_static/load_combination, masses_set/load_combination
Complex Types | load_combination_ref_in_harmonic_analysis, load_combination_ref_in_time_analysis
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
Source |
    <xs:complexType name="load_combination_ref_in_analysis">
      <!-- load_combination: reference na zatížení-->
      <xs:attribute name="ref" type="reference" use="required"/>
      <!-- multiplier: násobitel load_combination-->
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type additional_stresses

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_footfall/additional_stresses, analysis_harmonic/additional_stresses, analysis_stability_nonlinear/additional_stresses, analysis_static/additional_stresses, analysis_time/additional_stresses
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
geostatical_initial_stresses | xs:boolean | required |
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
    Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.
Source |
    <xs:complexType name="additional_stresses">
      <xs:attribute name="geostatical_initial_stresses" type="xs:boolean" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.</xs:documentation>
          <xs:documentation xml:lang="en">Additional stress will be added at the start of the analysis, based on the analytical calculation from data in geotechnical_model_base.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equivalent_lateral_forces_base

Namespace | No namespace
Diagram |
Used by |
Element | analysis_static/equivalent_lateral_forces
Complex Types | equivalent_lateral_forces_distribution_of_accelerations_from_mode_shape, equivalent_lateral_forces_distribution_of_accelerations_linear, equivalent_lateral_forces_distribution_of_accelerations_polynomial
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
modal_irs_ref | reference | required |
    Číslo analýzy odkud převzít redukovanou soustavu.
    Number of analysis with reduction.
period_max | xs:double | optional |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
response_spectrum_diagram | reference | required |
    Odkaz na loading;response_spectrum_diagram.
scale_factor | xs:double | required |
    c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.
    c_acc; the acceleration factor defined in the seismic load case settings.
seismic_force | seismic_force_type | required |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty. Není normovaný.
    Spatial coefficients. It is not normalized.
Source |
    <xs:complexType name="equivalent_lateral_forces_base">
      <xs:attribute name="modal_irs_ref" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít redukovanou soustavu.</xs:documentation>
          <xs:documentation xml:lang="en">Number of analysis with reduction.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="response_spectrum_diagram" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Odkaz na loading;response_spectrum_diagram.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="spatial_coeffs" type="array_of_three_doubles" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Prostorové koeficienty. Není normovaný.</xs:documentation>
          <xs:documentation xml:lang="en">Spatial coefficients. It is not normalized.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="scale_factor" type="xs:double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.</xs:documentation>
          <xs:documentation xml:lang="en">c_acc; the acceleration factor defined in the seismic load case settings.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="period_max" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pokud je zadána, zkontrolovat zda není hodnota překročena.</xs:documentation>
          <xs:documentation xml:lang="en">f specified, check if the value is not exceeded.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="seismic_force" type="seismic_force_type" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Pokud je zadána, zkontrolovat zda není hodnota překročena.</xs:documentation>
          <xs:documentation xml:lang="en">f specified, check if the value is not exceeded.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type seismic_force_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | MAX_ACCELERATION_OF_SPECTRUM |
enumeration | FUNDAMENTAL_PERIOD |
enumeration | SELECTED_MODE |
Used by |
Attribute | equivalent_lateral_forces_base/@seismic_force
Source |
    <xs:simpleType name="seismic_force_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="MAX_ACCELERATION_OF_SPECTRUM"/>
        <xs:enumeration value="FUNDAMENTAL_PERIOD"/>
        <xs:enumeration value="SELECTED_MODE"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type accidental_eccentricity_base

Namespace | No namespace
Diagram |
Used by |
Element | analysis_static/accidental_eccentricity
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
accelerations | accidental_eccentricity_type | optional |
    .
    .
eccentricity | array_of_double | required |
    Excentricity v redukovaných bodech. Počet excentricit musí odpovídat počtu redukovaných bodů.
    Eccentricities in reduced points. The number of eccentricities must correspond to the number of reduced points.
elf_ref | reference | optional |
    Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.
    Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.
mode_shape | xs:unsignedInt | optional |
    Povinný pro Acceleration eigenshape.
    .
overturning_reference_level_Z | xs:double | optional |
    .
    .
spectral_ref | reference | optional |
    Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.
    Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.
Source |
    <xs:complexType name="accidental_eccentricity_base">
      <xs:attribute name="elf_ref" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.</xs:documentation>
          <xs:documentation xml:lang="en">Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="spectral_ref" type="reference" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít náhradní síly. Musí být zadáno elf_ref nebo spectral_ref.</xs:documentation>
          <xs:documentation xml:lang="en">Number of analysis from where to take replacement forces. Elf_ref or spectral_ref must be specified.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="eccentricity" type="array_of_double" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Excentricity v redukovaných bodech. Počet excentricit musí odpovídat počtu redukovaných bodů.</xs:documentation>
          <xs:documentation xml:lang="en">Eccentricities in reduced points. The number of eccentricities must correspond to the number of reduced points.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="mode_shape" type="xs:unsignedInt" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Povinný pro Acceleration eigenshape.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="accelerations" type="accidental_eccentricity_type" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="overturning_reference_level_Z" type="xs:double" use="optional">
        <xs:annotation>
          <xs:documentation xml:lang="cs">.</xs:documentation>
          <xs:documentation xml:lang="en">.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type accidental_eccentricity_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LINEAR |
enumeration | FROM_EIGENSHAPE |
enumeration | MODAL_SUPERPOSITION |
Used by |
Attribute | accidental_eccentricity_base/@accelerations
Source |
    <xs:simpleType name="accidental_eccentricity_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LINEAR"/>
        <xs:enumeration value="FROM_EIGENSHAPE"/>
        <xs:enumeration value="MODAL_SUPERPOSITION"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_import_deformations

Namespace | No namespace
Annotations |
    Import deformací z jiné analýzy.
    Import of other analysis deformations.
Diagram |
Used by |
Element | analysis_static/submodeling/import_deformations
Model | model_reference , nodes* , lines* , surfaces*
Children | lines, model_reference, nodes, surfaces
Source |
    <xs:complexType name="submodel_import_deformations">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Import deformací z jiné analýzy.</xs:documentation>
        <xs:documentation xml:lang="en">Import of other analysis deformations.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="model_reference" type="submodel_reference_base"/>
        <xs:element name="nodes" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="lines" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surfaces" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_reference_base

Namespace | No namespace
Diagram |
Used by |
Element | submodel_import_deformations/model_reference
Complex Types | submodel_reference_current_model, submodel_reference_different_model
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy.
    Id of analysis.
Source |
    <xs:complexType name="submodel_reference_base">
      <xs:attribute name="analysis" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo analýzy.</xs:documentation>
          <xs:documentation xml:lang="en">Id of analysis.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_deformations_definition

Namespace | No namespace
Annotations |
    Definice entit a směrů (směr zatím pouze globální).
    Definition of entities a directions (directions are only global for now).
Diagram |
Used by |
Elements | artificial_shape_for_visualization/lines, artificial_shape_for_visualization/nodes, artificial_shape_for_visualization/surfaces, submodel_import_deformations/lines, submodel_import_deformations/nodes, submodel_import_deformations/surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
refs | references | required |
specific_directions | array_of_directions | optional |
Source |
    <xs:complexType name="submodel_deformations_definition">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definice entit a směrů (směr zatím pouze globální).</xs:documentation>
        <xs:documentation xml:lang="en">Definition of entities a directions (directions are only global for now).</xs:documentation>
      </xs:annotation>
      <!--později se zapracuje obecněji-->
      <!--<xs:attribute name="analysis" type="reference" use="optional">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Číslo analýzy.</xs:documentation>
            <xs:documentation xml:lang="en">Id of analysis.</xs:documentation>
          </xs:annotation>
        </xs:attribute>-->
      <xs:attribute name="refs" type="references" use="required"/>
      <!--<xs:attribute name="coordinace_system" type="" use="required"/> zatim jen globální-->
      <xs:attribute name="specific_directions" type="array_of_directions" use="optional"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type artificial_shape_for_visualization

Namespace | No namespace
Annotations |
    Výpočet umělých deformací ploch pro vizualizaci.
    Calculation of artificial surfaces deformations for visualization.
Diagram |
Used by |
Element | analysis_static/submodeling/create_artificial_shape_for_visualization
Model | nodes* , lines* , surfaces*
Children | lines, nodes, surfaces
Attributes |
QName | Type | Use |
--- | --- | --- | ---
calculated_surfaces | references | required |
Source |
    <xs:complexType name="artificial_shape_for_visualization">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výpočet umělých deformací ploch pro vizualizaci.</xs:documentation>
        <xs:documentation xml:lang="en">Calculation of artificial surfaces deformations for visualization.</xs:documentation>
      </xs:annotation>
      <xs:sequence>
        <xs:element name="nodes" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="lines" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="surfaces" type="submodel_deformations_definition" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="calculated_surfaces" type="references" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_imperfection

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_imperfection
Model | geotechnic_settings{0,1} , initial_state{0,1}
Children | geotechnic_settings, initial_state
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
discontinuities | references | optional |
    Odkaz na diskontinuity - v první fázy pouze na jednu později bude nejspíš rozšířeno.
    References to discontinuities - in the first phase only for one later will likely be extended.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
imperfection_case | reference | optional |
    Číslo zatěžovacího stavu typu imperfection.
    Number of imperfection case.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_imperfection">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                  <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                </xs:annotation>
              </xs:element>-->
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="imperfection_case" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo zatěžovacího stavu typu imperfection.</xs:documentation>
              <xs:documentation xml:lang="en">Number of imperfection case.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="discontinuities" type="references" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na diskontinuity - v první fázy pouze na jednu později bude nejspíš rozšířeno.</xs:documentation>
              <xs:documentation xml:lang="en">References to discontinuities - in the first phase only for one later will likely be extended.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_stability_linear

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_stability_linear
Model | geotechnic_settings{0,1} , initial_state{0,1}
Children | geotechnic_settings, initial_state
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_stability_linear">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                  <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                </xs:annotation>
              </xs:element>-->
            <!-- <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/> -->
            <!--<xs:element name="initial_state" type="initial_state_base"/>
              <xs:element name="forces_for_geometric_stiffness" type="initial_state_base" minOccurs="0"/>-->
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_stability_nonlinear

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_stability_nonlinear
Model | geotechnic_settings{0,1} , initial_state{0,1} , load_case* , load_combination* , additional_stresses{0,1}
Children | additional_stresses, geotechnic_settings, initial_state, load_case, load_combination
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
imperfection_case | reference | optional |
    Číslo zatěžovacího stavu typu imperfection, může obsahovat pouze member_imperfection_type_base, surface_imperfection_base a notional_loads_from_load_case.
    Number of imperfection case. Only member_imperfection_type_base, surface_imperfection_base and notional_loads_from_load_case are valid as input.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_stability_nonlinear">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <!--<xs:choice minOccurs="0">
                <xs:element name="initial_state" type="initial_state_base"/>
                <xs:element name="forces_for_geometric_stiffness" type="initial_state_base"/>
              </xs:choice>-->
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                  <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                </xs:annotation>
              </xs:element>-->
            <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="imperfection_case" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo zatěžovacího stavu typu imperfection, může obsahovat pouze member_imperfection_type_base, surface_imperfection_base a notional_loads_from_load_case.</xs:documentation>
              <xs:documentation xml:lang="en">Number of imperfection case. Only member_imperfection_type_base, surface_imperfection_base and notional_loads_from_load_case are valid as input.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_modal

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_modal
Model | geotechnic_settings{0,1} , initial_state{0,1} , load_case* , load_combination*
Children | geotechnic_settings, initial_state, load_case, load_combination
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
reduction | reference | optional |
    Odkaz na danou redukci hmot/systemu. Odkaz: solver_input/structure/reductions_for_modal_analysis/reduction_for_modal_analysis
    Reference to the given mass/system reduction. Reference: solver_input/structure/reductions_for_modal_analysis/reduction_for_modal_analysis
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_modal">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <!--<xs:choice minOccurs="0">
                <xs:element name="initial_state" type="initial_state_base"/>
                <xs:element name="forces_for_geometric_stiffness" type="initial_state_base"/>
              </xs:choice>-->
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                  <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                </xs:annotation>
              </xs:element>-->
            <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="reduction" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na danou redukci hmot/systemu. Odkaz: solver_input/structure/reductions_for_modal_analysis/reduction_for_modal_analysis</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the given mass/system reduction. Reference: solver_input/structure/reductions_for_modal_analysis/reduction_for_modal_analysis</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_spectral_base

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_spectral_base
Used by |
Complex Types | analysis_spectral, analysis_spectral_coeffs
Model | geotechnic_settings{0,1} , mode_shapes{0,1} , signed_results{0,1}
Children | geotechnic_settings, mode_shapes, signed_results
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
eccentricity_x | xs:double | optional |
eccentricity_y | xs:double | optional |
filter_min_modal_mass_ratio | relative | optional |
filter_total_modal_mass_ratio | relative | optional |
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
note | xs:string | optional |
response_spectrum_diagram | reference | required |
scale_factor | xs:double | required |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_spectral_base">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="mode_shapes" type="damping_ratio_table" minOccurs="0"/>
            <xs:element name="signed_results" type="signed_results_using_dominant_mode_base" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Přepisuje hodnotu převzanou z nastavení.</xs:documentation>
                <xs:documentation xml:lang="en">Overwrites the value taken from the setting.</xs:documentation>
              </xs:annotation>
            </xs:element>
          </xs:sequence>
          <xs:attribute name="response_spectrum_diagram" type="reference" use="required"/>
          <xs:attribute name="scale_factor" type="xs:double" use="required"/>
          <xs:attribute name="modal_analysis" type="reference" use="required"/>
          <xs:attribute name="eccentricity_x" type="xs:double" use="optional"/>
          <xs:attribute name="eccentricity_y" type="xs:double" use="optional"/>
          <xs:attribute name="filter_total_modal_mass_ratio" type="relative" use="optional"/>
          <xs:attribute name="filter_min_modal_mass_ratio" type="relative" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_spectral

Namespace | No namespace
Diagram |
Type | extension of analysis_spectral_base
Type hierarchy | analysis_base analysis_spectral_base analysis_spectral
Used by |
Complex Type | analysis_equivalent_load
Model | geotechnic_settings{0,1} , mode_shapes{0,1} , signed_results{0,1}
Children | geotechnic_settings, mode_shapes, signed_results
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
direction | translation_direction | required |
eccentricity_x | xs:double | optional |
eccentricity_y | xs:double | optional |
filter_min_modal_mass_ratio | relative | optional |
filter_total_modal_mass_ratio | relative | optional |
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
note | xs:string | optional |
response_spectrum_diagram | reference | required |
rotation_Z | xs:double | optional |
scale_factor | xs:double | required |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_spectral">
      <xs:complexContent>
        <xs:extension base="analysis_spectral_base">
          <xs:attribute name="direction" type="translation_direction" use="required"/>
          <xs:attribute name="rotation_Z" type="xs:double" use="optional"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_spectral_coeffs

Namespace | No namespace
Diagram |
Type | extension of analysis_spectral_base
Type hierarchy | analysis_base analysis_spectral_base analysis_spectral_coeffs
Model | geotechnic_settings{0,1} , mode_shapes{0,1} , signed_results{0,1}
Children | geotechnic_settings, mode_shapes, signed_results
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
eccentricity_x | xs:double | optional |
eccentricity_y | xs:double | optional |
filter_min_modal_mass_ratio | relative | optional |
filter_total_modal_mass_ratio | relative | optional |
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
note | xs:string | optional |
response_spectrum_diagram | reference | required |
scale_factor | xs:double | required |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty.
    Spatial coefficients.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_spectral_coeffs">
      <xs:complexContent>
        <xs:extension base="analysis_spectral_base">
          <xs:attribute name="spatial_coeffs" type="array_of_three_doubles" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Prostorové koeficienty.</xs:documentation>
              <xs:documentation xml:lang="en">Spatial coefficients.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_equivalent_load

Namespace | No namespace
Diagram |
Type | extension of analysis_spectral
Type hierarchy | analysis_base analysis_spectral_base analysis_spectral analysis_equivalent_load
Model | geotechnic_settings{0,1} , mode_shapes{0,1} , signed_results{0,1}
Children | geotechnic_settings, mode_shapes, signed_results
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
direction | translation_direction | required |
eccentricity_x | xs:double | optional |
eccentricity_y | xs:double | optional |
filter_min_modal_mass_ratio | relative | optional |
filter_total_modal_mass_ratio | relative | optional |
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
note | xs:string | optional |
reference_to_static_analysis_settings | reference | optional |
    Odkaz na nastavení pro statickou analýzu.
    Reference to the static analysis settings.
response_spectrum_diagram | reference | required |
rotation_Z | xs:double | optional |
scale_factor | xs:double | required |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_equivalent_load">
      <xs:complexContent>
        <xs:extension base="analysis_spectral">
          <xs:attribute name="reference_to_static_analysis_settings" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na nastavení pro statickou analýzu.</xs:documentation>
              <xs:documentation xml:lang="en">Reference to the static analysis settings.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_time

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_time
Model | geotechnic_settings{0,1} , initial_state{0,1} , load_case* , load_combination* , additional_stresses{0,1} , accelerogram{0,1} , masses{0,1}
Children | accelerogram, additional_stresses, geotechnic_settings, initial_state, load_case, load_combination, masses
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
initial_shape | reference | optional |
    Číslo analýzy odkud převzít deformovanou síť.
    Number of analysis with deformed mesh.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_time">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <!--<xs:choice minOccurs="0">
                <xs:element name="initial_state" type="initial_state_base"/>
                <xs:element name="forces_for_geometric_stiffness" type="initial_state_base"/>
              </xs:choice>-->
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <!--<xs:element name="initial_shape" type="analysis_reference">
                  <xs:annotation>
                    <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť, nelze korektně převzít kombinaci obsahující geom. nelineární analýzou (je třeba vypočítat jako solo analýzu).</xs:documentation>
                    <xs:documentation xml:lang="en">Number of analysis with deformed mesh, cannot overtake combination that contains geom. nonlinear analysis (needs to be calculated as separate analysis).</xs:documentation>
                  </xs:annotation>
              </xs:element>-->
            <xs:element name="load_case" type="load_case_ref_in_time_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_time_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
            <xs:element name="accelerogram" type="accelerogram_ref_in_time_analysis" minOccurs="0"/>
            <xs:element name="masses" type="masses_set" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="initial_shape" type="reference">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Číslo analýzy odkud převzít deformovanou síť.</xs:documentation>
              <xs:documentation xml:lang="en">Number of analysis with deformed mesh.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_case_ref_in_time_analysis

Namespace | No namespace
Diagram |
Type | extension of load_case_ref_in_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_time_analysis
Used by |
Elements | analysis_time/load_case, load_combination/load_case
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram | reference | optional |
    U analýzy přepisuje případný diagram ze zatěžovacího stavu.
    At analysis overwrites the diagram from load case.
multiplier | xs:double | optional |
ref | reference | required |
time_slip | xs:double | optional |
    U analýzy přepisuje případný time_slip ze zatěžovacího stavu.
    At analysis overwrites the time_slip from load case.
Source |
    <xs:complexType name="load_case_ref_in_time_analysis">
      <xs:complexContent>
        <xs:extension base="load_case_ref_in_analysis">
          <xs:attribute name="diagram" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">U analýzy přepisuje případný diagram ze zatěžovacího stavu.</xs:documentation>
              <xs:documentation xml:lang="en">At analysis overwrites the diagram from load case.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="time_slip" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">U analýzy přepisuje případný time_slip ze zatěžovacího stavu.</xs:documentation>
              <xs:documentation xml:lang="en">At analysis overwrites the time_slip from load case.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_combination_ref_in_time_analysis

Namespace | No namespace
Diagram |
Type | extension of load_combination_ref_in_analysis
Type hierarchy | load_combination_ref_in_analysis load_combination_ref_in_time_analysis
Used by |
Element | analysis_time/load_combination
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram | reference | optional |
    U analýzy přepisuje případný diagram ze zatěžovacích stavů v kombinaci zatížení.
    At analysis overwrites the diagram from load combination.
ref | reference | required |
time_slip | xs:double | optional |
    U analýzy přepisuje případný time_slip ze zatěžovacích stavů v kombinaci zatížení.
    At analysis overwrites the time_slip from load combination.
Source |
    <xs:complexType name="load_combination_ref_in_time_analysis">
      <xs:complexContent>
        <xs:extension base="load_combination_ref_in_analysis">
          <xs:attribute name="diagram" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">U analýzy přepisuje případný diagram ze zatěžovacích stavů v kombinaci zatížení.</xs:documentation>
              <xs:documentation xml:lang="en">At analysis overwrites the diagram from load combination.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="time_slip" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">U analýzy přepisuje případný time_slip ze zatěžovacích stavů v kombinaci zatížení.</xs:documentation>
              <xs:documentation xml:lang="en">At analysis overwrites the time_slip from load combination.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type accelerogram_ref_in_time_analysis

Namespace | No namespace
Diagram |
Used by |
Element | analysis_time/accelerogram
Attributes |
QName | Type | Use |
--- | --- | --- | ---
apply_as | accelerogram_application | required |
ax_multiplier | xs:double | optional |
ay_multiplier | xs:double | optional |
az_multiplier | xs:double | optional |
ref | reference | required |
z_rotation | xs:double | optional |
Source |
    <xs:complexType name="accelerogram_ref_in_time_analysis">
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="z_rotation" type="xs:double"/>
      <xs:attribute name="ax_multiplier" type="xs:double"/>
      <xs:attribute name="ay_multiplier" type="xs:double"/>
      <xs:attribute name="az_multiplier" type="xs:double"/>
      <xs:attribute name="apply_as" type="accelerogram_application" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type accelerogram_application

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | FORCES |
enumeration | DISPLACEMENTS |
Used by |
Attribute | accelerogram_ref_in_time_analysis/@apply_as
Source |
    <xs:simpleType name="accelerogram_application">
      <xs:restriction base="xs:string">
        <xs:enumeration value="FORCES"/>
        <xs:enumeration value="DISPLACEMENTS"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type masses_set

Namespace | No namespace
Diagram |
Used by |
Elements | analysis_footfall/masses, analysis_harmonic/masses, analysis_time/masses
Model | load_case* , load_combination*
Children | load_case, load_combination
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
loads_to_mass_conversion | loads_to_mass_conversion_type | required |
Source |
    <xs:complexType name="masses_set">
      <xs:sequence minOccurs="0">
        <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
        <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="loads_to_mass_conversion" type="loads_to_mass_conversion_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_harmonic

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_harmonic
Model | geotechnic_settings{0,1} , type{0,1} , initial_state{0,1} , load_case* , load_combination* , additional_stresses{0,1} , masses{0,1}
Children | additional_stresses, geotechnic_settings, initial_state, load_case, load_combination, masses, type
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_harmonic">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="type" type="harmonic_analysis_type_base" minOccurs="0">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Dopřesnění výpočtu harmonické odezvy.</xs:documentation>
                <xs:documentation xml:lang="en">Specification of harmonic response calculation.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
            <xs:element name="load_case" type="load_case_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
            <xs:element name="masses" type="masses_set" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_case_ref_in_harmonic_analysis

Namespace | No namespace
Diagram |
Type | extension of load_case_ref_in_analysis
Type hierarchy | load_case_ref_in_analysis load_case_ref_in_harmonic_analysis
Used by |
Elements | analysis_footfall/load_case, analysis_harmonic/load_case
Model | consideration_of_force{0,1}
Children | consideration_of_force
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
multiplier | xs:double | optional |
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:complexType name="load_case_ref_in_harmonic_analysis">
      <xs:complexContent>
        <xs:extension base="load_case_ref_in_analysis">
          <xs:sequence minOccurs="0">
            <xs:element name="consideration_of_force" type="consideration_of_force_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="phase_angle" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Fázový posun [rad].</xs:documentation>
              <xs:documentation xml:lang="en">Phase angle [rad].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type consideration_of_force_base

Namespace | No namespace
Diagram |
Used by |
Elements | load_case_ref_in_harmonic_analysis/consideration_of_force, load_combination_ref_in_harmonic_analysis/consideration_of_force
Attributes |
QName | Type | Use |
--- | --- | --- | ---
ref | reference | required |
shapes | array_of_integer | required |
specific_directions | array_of_directions | required |
Source |
    <xs:complexType name="consideration_of_force_base">
      <!--<xs:sequence>
          <xs:element name="type" minOccurs="1" maxOccurs="unbounded">
            <xs:complexType>
              <xs:attribute name="direction" type="direction" use="required"/>
              <xs:attribute name="shape" type="reference" use="required"/>
            </xs:complexType>
          </xs:element>
        </xs:sequence>-->
      <xs:attribute name="ref" type="reference" use="required"/>
      <xs:attribute name="specific_directions" type="array_of_directions" use="required"/>
      <xs:attribute name="shapes" type="array_of_integer" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_combination_ref_in_harmonic_analysis

Namespace | No namespace
Diagram |
Type | extension of load_combination_ref_in_analysis
Type hierarchy | load_combination_ref_in_analysis load_combination_ref_in_harmonic_analysis
Used by |
Elements | analysis_footfall/load_combination, analysis_harmonic/load_combination
Model | consideration_of_force{0,1}
Children | consideration_of_force
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
phase_angle | xs:double | optional |
    Fázový posun [rad].
    Phase angle [rad].
ref | reference | required |
Source |
    <xs:complexType name="load_combination_ref_in_harmonic_analysis">
      <xs:complexContent>
        <xs:extension base="load_combination_ref_in_analysis">
          <xs:sequence minOccurs="0">
            <xs:element name="consideration_of_force" type="consideration_of_force_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="phase_angle" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Fázový posun [rad].</xs:documentation>
              <xs:documentation xml:lang="en">Phase angle [rad].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_footfall

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_footfall
Model | geotechnic_settings{0,1} , initial_state{0,1} , load_case* , load_combination* , additional_stresses{0,1} , masses{0,1}
Children | additional_stresses, geotechnic_settings, initial_state, load_case, load_combination, masses
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
footfall_diagram | reference | required |
    Odkaz na loading;footfall_diagrams.
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
    Odkaz na modální analýzu.
note | xs:string | optional |
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_footfall">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <!--<xs:element name="type" type="harmonic_analysis_type_base" minOccurs="0">
                <xs:annotation>
                  <xs:documentation xml:lang="cs">Dopřesnění výpočtu harmonické odezvy.</xs:documentation>
                  <xs:documentation xml:lang="en">Specification of harmonic response calculation.</xs:documentation>
                </xs:annotation>
              </xs:element>-->
            <xs:element name="initial_state" type="initial_state" minOccurs="0"/>
            <xs:element name="load_case" type="load_case_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_harmonic_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="additional_stresses" type="additional_stresses" minOccurs="0"/>
            <xs:element name="masses" type="masses_set" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="footfall_diagram" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na loading;footfall_diagrams.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="modal_analysis" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na modální analýzu.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type analysis_pushover

Namespace | No namespace
Diagram |
Type | extension of analysis_base
Type hierarchy | analysis_base analysis_pushover
Model | geotechnic_settings{0,1} , initial_state{0,1} , load_case* , load_combination* , normalized_displacement{0,1}
Children | geotechnic_settings, initial_state, load_case, load_combination, normalized_displacement
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
construction_stage | reference | optional |
    Číslo fáze v construction_stages.
cutting_patterns | xs:boolean | optional |
    Spuštění výpočtu střihových vzorů.
    Analysis of cutting patterns.
direction | direction_pushover | required |
    Směr pro horizontální zatížení (zdroj).
finite_element_data_block | reference | optional |
    Reference na konečně prvková data, kterými se pro danou analýzu přepíši makro data. Většinou se jedná o konstitutivní matice tuhosti prvku.
    Refer: Reference to solver_input/finite_element_data_blocks/finite_element_data_block[@id]
id | id | required |
    Pod tímto číslem poběží výpočet.
modal_analysis | reference | required |
    Odkaz na modální analýzu.
note | xs:string | optional |
response_spectrum_diagram | reference | optional |
    Odkaz na loading;response_spectrum_diagram.
rotation_z | xs:double | optional |
    Rotace.
scale_factor | xs:double | required |
    scale_factor
settings | reference | required |
    Číslo nastavení výpočtu v analysis_settings.
structure_modification | reference | optional |
    Modifikace konstrukce zadané v elementu structure.
    Modification of structure defined in structure element.
tag | xs:string | required |
    String z prvního sloupečku dané analýzy(např. LC1, ST1, DLC2, etc.), aby se dal výpočet jednoduše dohledat v GUI.
Source |
    <xs:complexType name="analysis_pushover">
      <xs:complexContent>
        <xs:extension base="analysis_base">
          <xs:sequence>
            <xs:element name="initial_state" type="initial_state_base" minOccurs="0"/>
            <xs:element name="load_case" type="load_case_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="load_combination" type="load_combination_ref_in_analysis" minOccurs="0" maxOccurs="unbounded"/>
            <xs:element name="normalized_displacement" type="push_over_normalized_displacement_type_base" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="direction" type="direction_pushover" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Směr pro horizontální zatížení (zdroj).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="response_spectrum_diagram" type="reference" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na loading;response_spectrum_diagram.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="scale_factor" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">scale_factor</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="modal_analysis" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Odkaz na modální analýzu.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="rotation_z" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Rotace.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <!--<xs:attribute name="setting_by_reference_to_static_analysis_settings" type="reference"/>-->
          <!--Udlěat stejně jako u nelineární stability-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type push_over_normalized_displacement_type_base

Namespace | No namespace
Diagram |
Used by |
Element | analysis_pushover/normalized_displacement
Complex Types | push_over_normalized_displacement_type_modal_automatic, push_over_normalized_displacement_type_modal_user, push_over_normalized_displacement_type_uniform
Source |
    <xs:complexType name="push_over_normalized_displacement_type_base">
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type push_over_normalized_displacement_type_uniform

Namespace | No namespace
Diagram |
Type | extension of push_over_normalized_displacement_type_base
Type hierarchy | push_over_normalized_displacement_type_base push_over_normalized_displacement_type_uniform
Source |
    <xs:complexType name="push_over_normalized_displacement_type_uniform">
      <xs:complexContent>
        <xs:extension base="push_over_normalized_displacement_type_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type push_over_normalized_displacement_type_modal_automatic

Namespace | No namespace
Diagram |
Type | extension of push_over_normalized_displacement_type_base
Type hierarchy | push_over_normalized_displacement_type_base push_over_normalized_displacement_type_modal_automatic
Source |
    <xs:complexType name="push_over_normalized_displacement_type_modal_automatic">
      <xs:complexContent>
        <xs:extension base="push_over_normalized_displacement_type_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type push_over_normalized_displacement_type_modal_user

Namespace | No namespace
Diagram |
Type | extension of push_over_normalized_displacement_type_base
Type hierarchy | push_over_normalized_displacement_type_base push_over_normalized_displacement_type_modal_user
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
mode_shape | xs:unsignedInt | required |
    Tvar z modální analýzy.
Source |
    <xs:complexType name="push_over_normalized_displacement_type_modal_user">
      <xs:complexContent>
        <xs:extension base="push_over_normalized_displacement_type_base">
          <xs:attribute name="mode_shape" type="xs:unsignedInt" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Tvar z modální analýzy.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_map_deformations

Namespace | No namespace
Diagram |
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy, na kterou se budou vizuálně mapovat dopočítané deformace.
    Id of analysis, to which the calculated deformations will be visually mapped.
Source |
    <xs:complexType name="submodel_map_deformations">
      <xs:attribute name="analysis" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Číslo analýzy, na kterou se budou vizuálně mapovat dopočítané deformace.</xs:documentation>
          <xs:documentation xml:lang="en">Id of analysis, to which the calculated deformations will be visually mapped.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_reference_current_model

Namespace | No namespace
Diagram |
Type | extension of submodel_reference_base
Type hierarchy | submodel_reference_base submodel_reference_current_model
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy.
    Id of analysis.
Source |
    <xs:complexType name="submodel_reference_current_model">
      <xs:complexContent>
        <xs:extension base="submodel_reference_base">
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type submodel_reference_different_model

Namespace | No namespace
Annotations |
    Zatím nefunkční.
    Not working yet.
Diagram |
Type | extension of submodel_reference_base
Type hierarchy | submodel_reference_base submodel_reference_different_model
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
analysis | reference | required |
    Číslo analýzy.
    Id of analysis.
model_path | xs:string | required |
    Cesta k jinému modelu s výsledky.
    Path to a different model with results.
Source |
    <xs:complexType name="submodel_reference_different_model">
      <xs:complexContent>
        <xs:annotation>
          <xs:documentation xml:lang="cs">Zatím nefunkční.</xs:documentation>
          <xs:documentation xml:lang="en">Not working yet.</xs:documentation>
        </xs:annotation>
        <xs:extension base="submodel_reference_base">
          <xs:attribute name="model_path" type="xs:string" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Cesta k jinému modelu s výsledky.</xs:documentation>
              <xs:documentation xml:lang="en">Path to a different model with results.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equivalent_lateral_forces_distribution_of_accelerations_linear

Namespace | No namespace
Diagram |
Type | extension of equivalent_lateral_forces_base
Type hierarchy | equivalent_lateral_forces_base equivalent_lateral_forces_distribution_of_accelerations_linear
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
modal_irs_ref | reference | required |
    Číslo analýzy odkud převzít redukovanou soustavu.
    Number of analysis with reduction.
overturning_reference_level_Z | xs:double | required |
    .
    .
period_input | xs:double | optional |
    Pokud je zadáno bere se T jinak se hledá ze spektra hodnota.
    .
period_max | xs:double | optional |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
response_spectrum_diagram | reference | required |
    Odkaz na loading;response_spectrum_diagram.
scale_factor | xs:double | required |
    c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.
    c_acc; the acceleration factor defined in the seismic load case settings.
seismic_force | seismic_force_type | required |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty. Není normovaný.
    Spatial coefficients. It is not normalized.
Source |
    <xs:complexType name="equivalent_lateral_forces_distribution_of_accelerations_linear">
      <xs:complexContent>
        <xs:extension base="equivalent_lateral_forces_base">
          <xs:attribute name="overturning_reference_level_Z" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="period_input" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pokud je zadáno bere se T jinak se hledá ze spektra hodnota.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equivalent_lateral_forces_distribution_of_accelerations_polynomial

Namespace | No namespace
Diagram |
Type | extension of equivalent_lateral_forces_base
Type hierarchy | equivalent_lateral_forces_base equivalent_lateral_forces_distribution_of_accelerations_polynomial
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
modal_irs_ref | reference | required |
    Číslo analýzy odkud převzít redukovanou soustavu.
    Number of analysis with reduction.
mode_shape | xs:unsignedInt | optional |
    Pro mode shape povinný údaj. Pro ostatní nepovinné.
    .
overturning_reference_level_Z | xs:double | required |
    .
    .
period_input | xs:double | optional |
    Pro linearní rozdělení default: T=2[s]. Pro polynomiální rozdělení nutné zadat hodnotu. Pro mode shape nepovinný údaj.
    .
period_max | xs:double | optional |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
response_spectrum_diagram | reference | required |
    Odkaz na loading;response_spectrum_diagram.
scale_factor | xs:double | required |
    c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.
    c_acc; the acceleration factor defined in the seismic load case settings.
seismic_force | seismic_force_type | required |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty. Není normovaný.
    Spatial coefficients. It is not normalized.
Source |
    <xs:complexType name="equivalent_lateral_forces_distribution_of_accelerations_polynomial">
      <xs:complexContent>
        <xs:extension base="equivalent_lateral_forces_base">
          <xs:attribute name="overturning_reference_level_Z" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="period_input" type="xs:double" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pro linearní rozdělení default: T=2[s]. Pro polynomiální rozdělení nutné zadat hodnotu. Pro mode shape nepovinný údaj.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="mode_shape" type="xs:unsignedInt" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pro mode shape povinný údaj. Pro ostatní nepovinné.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type equivalent_lateral_forces_distribution_of_accelerations_from_mode_shape

Namespace | No namespace
Diagram |
Type | extension of equivalent_lateral_forces_base
Type hierarchy | equivalent_lateral_forces_base equivalent_lateral_forces_distribution_of_accelerations_from_mode_shape
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
modal_irs_ref | reference | required |
    Číslo analýzy odkud převzít redukovanou soustavu.
    Number of analysis with reduction.
mode_shape | xs:unsignedInt | required |
    Pro mode shape povinný údaj. Pro ostatní nepovinné.
    .
period_max | xs:double | optional |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
response_spectrum_diagram | reference | required |
    Odkaz na loading;response_spectrum_diagram.
scale_factor | xs:double | required |
    c_acc; faktor zrychlení definovaný v nastavení seismického zatěžovacího stavu.
    c_acc; the acceleration factor defined in the seismic load case settings.
seismic_force | seismic_force_type | required |
    Pokud je zadána, zkontrolovat zda není hodnota překročena.
    f specified, check if the value is not exceeded.
spatial_coeffs | array_of_three_doubles | required |
    Prostorové koeficienty. Není normovaný.
    Spatial coefficients. It is not normalized.
Source |
    <xs:complexType name="equivalent_lateral_forces_distribution_of_accelerations_from_mode_shape">
      <xs:complexContent>
        <xs:extension base="equivalent_lateral_forces_base">
          <xs:attribute name="mode_shape" type="xs:unsignedInt" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Pro mode shape povinný údaj. Pro ostatní nepovinné.</xs:documentation>
              <xs:documentation xml:lang="en">.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type load_combination

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/loading/load_combination
Model | load_case+
Children | load_case
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="load_combination">
      <xs:sequence>
        <xs:element name="load_case" type="load_case_ref_in_time_analysis" maxOccurs="unbounded"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_set

Namespace | No namespace
Diagram |
Used by |
Element | moving_load_sequence/set
Model | distance{0,1}
Children | distance
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
    V případě přiřazení influence_analysis se bude zohledňovat násobitel pro získání minimální a maximální hodnoty veličiny. Koeficienty musí být zapsány v pořadí (min, max)!
    In the case of the influence_analysis assignment, a multiplier will be taken into account to obtain the minimum and maximum value of the quantity. The coefficients must be written in order (min, max)!
ref | reference | required |
    Reference na solver_input/loading/moving_load_sets/set[@id].
    Reference to solver_input/loading/moving_load_sets/set[@id].
Source |
    <xs:complexType name="moving_load_set">
      <xs:sequence>
        <xs:element name="distance" type="moving_load_distance_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Vzdálenost před touto sadou.</xs:documentation>
            <xs:documentation xml:lang="en">Distance before this set.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="ref" type="reference" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Reference na solver_input/loading/moving_load_sets/set[@id].</xs:documentation>
          <xs:documentation xml:lang="en">Reference to solver_input/loading/moving_load_sets/set[@id].</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="influence_multipliers" type="array_of_two_doubles">
        <xs:annotation>
          <xs:documentation xml:lang="cs">V případě přiřazení influence_analysis se bude zohledňovat násobitel pro získání minimální a maximální hodnoty veličiny. Koeficienty musí být zapsány v pořadí (min, max)!</xs:documentation>
          <xs:documentation xml:lang="en">In the case of the influence_analysis assignment, a multiplier will be taken into account to obtain the minimum and maximum value of the quantity. The coefficients must be written in order (min, max)!</xs:documentation>
        </xs:annotation>
      </xs:attribute>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_distance_base

Namespace | No namespace
Diagram |
Used by |
Element | moving_load_set/distance
Complex Types | moving_load_distance_fixed, moving_load_distance_variable
Source |
    <xs:complexType name="moving_load_distance_base"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type setback_type

Namespace | No namespace
Annotations |
    Odsazení zatížení od začátku/konce dráhy.
    Load setback from the start/end of the path.
Diagram |
Used by |
Elements | moving_load_sequence/setback, permanent_actions_1d/external_setback, permanent_actions_1d/internal_setback, permanent_actions_2d/external_setback, permanent_actions_2d/internal_setback
Attributes |
QName | Type | Use |
--- | --- | --- | ---
end | double_positive | optional |
start | double_positive | optional |
Source |
    <xs:complexType name="setback_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odsazení zatížení od začátku/konce dráhy.</xs:documentation>
        <xs:documentation xml:lang="en">Load setback from the start/end of the path.</xs:documentation>
      </xs:annotation>
      <xs:attribute name="start" type="double_positive"/>
      <xs:attribute name="end" type="double_positive"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_sequence

Namespace | No namespace
Diagram |
Used by |
Element | moving_load/sequence
Model | set+ , eccentricity{0,1} , line_set+ , setback{0,1} , permanent_actions{0,1}
Children | eccentricity, line_set, permanent_actions, set, setback
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
group | integer_positive | required |
    Skupina v rámci které se zatížení společně pohybuje.
    Group withint the motion of load is the same.
multiplier | xs:double | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="moving_load_sequence">
      <xs:sequence>
        <xs:element name="set" type="moving_load_set" maxOccurs="unbounded"/>
        <xs:element name="eccentricity" type="eccentricity_2d" minOccurs="0" maxOccurs="1">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Lokální excentricita zatížení.</xs:documentation>
            <xs:documentation xml:lang="en">Local load eccentricity.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="line_set" type="integer_references_type" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Čísla linií tvořící dráhu (znaménko "-" značí obrácený směr). Nelze použít stejné linie v různých line_setech.</xs:documentation>
            <xs:documentation xml:lang="en">Line numbers defining the path (the "-" sign indicates the opposite direction). The same lines in different line_sets cannot be used.</xs:documentation>
          </xs:annotation>
        </xs:element>
        <xs:element name="setback" type="setback_type" minOccurs="0"/>
        <xs:element name="permanent_actions" type="moving_load_permanent_actions_base" minOccurs="0">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Ostatní stále zatížení, bez oblastí zatížených v sequence</xs:documentation>
            <xs:documentation xml:lang="en">Permanent actions without areas loaded by load is sequence.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="group" type="integer_positive" use="required">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Skupina v rámci které se zatížení společně pohybuje.</xs:documentation>
          <xs:documentation xml:lang="en">Group withint the motion of load is the same.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="multiplier" type="xs:double"/>
      <xs:attribute name="note" type="xs:string"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_permanent_actions_base

Namespace | No namespace
Diagram |
Used by |
Element | moving_load_sequence/permanent_actions
Complex Types | permanent_actions_1d, permanent_actions_2d
Attributes |
QName | Type | Use |
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="moving_load_permanent_actions_base">
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="influence_multipliers" type="array_of_two_doubles"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type moving_load_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | 1D |
enumeration | 2D |
Source |
    <xs:simpleType name="moving_load_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="1D"/>
        <xs:enumeration value="2D"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type moving_load_on_target_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | ANY |
    Aspoň nějaké zatížení musí být na cílovém objektu.
enumeration | ALL |
    Všechno zatížení musí být na cílovém objektu.
Used by |
Attribute | moving_load/@load_on_target
Source |
    <xs:simpleType name="moving_load_on_target_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="ANY">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Aspoň nějaké zatížení musí být na cílovém objektu.</xs:documentation>
            <xs:documentation xml:lang="en">At least some load must be on the target object.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
        <xs:enumeration value="ALL">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Všechno zatížení musí být na cílovém objektu.</xs:documentation>
            <xs:documentation xml:lang="en">All load must be on the target object.</xs:documentation>
          </xs:annotation>
        </xs:enumeration>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/loading/moving_load
Model | sequence+
Children | sequence
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
id | id | required |
load_on_target | moving_load_on_target_type | required |
note | xs:string | optional |
surfaces_for_2d_load | references | optional |
    Jedná se o pohyblivé zatížení na 2d plochy, nelze kombinovat se zatížením na 1d.
    Indication of mobile load on 2d surfaces, cannot be combined with load on 1d.
Source |
    <xs:complexType name="moving_load">
      <xs:sequence>
        <xs:element name="sequence" type="moving_load_sequence" maxOccurs="unbounded">
          <xs:annotation>
            <xs:documentation xml:lang="cs">Pokud je sekvencí více, je třeba, aby byly všechny vzdálenosti fixní nebo stejně definované.</xs:documentation>
            <xs:documentation xml:lang="en">If there are more sequences, all distances need to be fixed or equally defined.</xs:documentation>
          </xs:annotation>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
      <xs:attribute name="note" type="xs:string"/>
      <xs:attribute name="surfaces_for_2d_load" type="references">
        <xs:annotation>
          <xs:documentation xml:lang="cs">Jedná se o pohyblivé zatížení na 2d plochy, nelze kombinovat se zatížením na 1d.</xs:documentation>
          <xs:documentation xml:lang="en">Indication of mobile load on 2d surfaces, cannot be combined with load on 1d.</xs:documentation>
        </xs:annotation>
      </xs:attribute>
      <xs:attribute name="load_on_target" type="moving_load_on_target_type" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type permanent_actions_1d

Namespace | No namespace
Diagram |
Type | extension of moving_load_permanent_actions_base
Type hierarchy | moving_load_permanent_actions_base permanent_actions_1d
Model | loads , external_setback{0,1} , internal_setback{0,1}
Children | external_setback, internal_setback, loads
Attributes |
QName | Type | Use |
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
note | xs:string | optional |
Source |
    <xs:complexType name="permanent_actions_1d">
      <xs:complexContent>
        <xs:extension base="moving_load_permanent_actions_base">
          <xs:sequence>
            <xs:element name="loads" type="member_load_base">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Mohou být definovány pouze konstantní zatížení.</xs:documentation>
                <xs:documentation xml:lang="en">Only constant loads can be defined.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="external_setback" type="setback_type" minOccurs="0"/>
            <xs:element name="internal_setback" type="setback_type" minOccurs="0"/>
          </xs:sequence>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type permanent_actions_2d

Namespace | No namespace
Diagram |
Type | extension of moving_load_permanent_actions_base
Type hierarchy | moving_load_permanent_actions_base permanent_actions_2d
Model | loads , external_setback{0,1} , internal_setback{0,1}
Children | external_setback, internal_setback, loads
Attributes |
QName | Type | Use |
--- | --- | --- | ---
influence_multipliers | array_of_two_doubles | optional |
note | xs:string | optional |
width_lane | double_non_negative | required |
Source |
    <xs:complexType name="permanent_actions_2d">
      <xs:complexContent>
        <xs:extension base="moving_load_permanent_actions_base">
          <xs:sequence>
            <xs:element name="loads" type="free_load">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Mohou být definovány pouze zatížení rectangular_force_local_uniform a rectangular_force_uniform.</xs:documentation>
                <xs:documentation xml:lang="en">Only loads rectangular_force_local_uniform and rectangular_force_uniform can be defined.</xs:documentation>
              </xs:annotation>
            </xs:element>
            <xs:element name="external_setback" type="setback_type" minOccurs="0"/>
            <xs:element name="internal_setback" type="setback_type" minOccurs="0"/>
          </xs:sequence>
          <xs:attribute name="width_lane" type="double_non_negative" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_distance_fixed

Namespace | No namespace
Diagram |
Type | extension of moving_load_distance_base
Type hierarchy | moving_load_distance_base moving_load_distance_fixed
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
value | xs:double | required |
    Vzdálenost [m].
    Distance [m].
Source |
    <xs:complexType name="moving_load_distance_fixed">
      <xs:complexContent>
        <xs:extension base="moving_load_distance_base">
          <xs:attribute name="value" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Vzdálenost [m].</xs:documentation>
              <xs:documentation xml:lang="en">Distance [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type moving_load_distance_variable

Namespace | No namespace
Diagram |
Type | extension of moving_load_distance_base
Type hierarchy | moving_load_distance_base moving_load_distance_variable
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
count | integer_positive | required |
    Počet přírůstků.
    Count of increments.
step | xs:double | required |
    Velikost přírůstku.
    Size of an increment.
value | xs:double | required |
    Počáteční vzdálenost [m].
    Initial distance [m].
Source |
    <xs:complexType name="moving_load_distance_variable">
      <xs:complexContent>
        <xs:extension base="moving_load_distance_base">
          <xs:attribute name="value" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počáteční vzdálenost [m].</xs:documentation>
              <xs:documentation xml:lang="en">Initial distance [m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="step" type="xs:double" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Velikost přírůstku.</xs:documentation>
              <xs:documentation xml:lang="en">Size of an increment.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="count" type="integer_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Počet přírůstků.</xs:documentation>
              <xs:documentation xml:lang="en">Count of increments.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type response_spectrum_diagram

Namespace | No namespace
Diagram |
Type | extension of diagram_xy
Type hierarchy | diagram_xy_base diagram_xy response_spectrum_diagram
Used by |
Elements | footfall_diagrams/response_reduction, footfall_diagrams/weighting_factors_xy, footfall_diagrams/weighting_factors_z, solver_input/loading/response_spectrum_diagram
Model | node+
Children | node
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
diagram_end | extrapolation_type | optional |
diagram_start | extrapolation_type | optional |
id | id | required |
interpolation | diagram_interpolation_type | optional |
    Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!
    Interpolation type. Default = LINEAR.
type | response_spectrum_diagram_type | required |
Source |
    <xs:complexType name="response_spectrum_diagram">
      <xs:complexContent>
        <xs:extension base="diagram_xy">
          <xs:attribute name="id" type="id" use="required"/>
          <xs:attribute name="type" type="response_spectrum_diagram_type" use="required"/>
          <xs:attribute name="interpolation" type="diagram_interpolation_type" use="optional">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Typ interpolace. Default = LINEAR. Implementováno jen na určitých místech, nuno ověřit!</xs:documentation>
              <xs:documentation xml:lang="en">Interpolation type. Default = LINEAR.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Simple Type diagram_interpolation_type

Namespace | No namespace
Diagram |
Type | restriction of xs:string
Facets |
enumeration | LINEAR |
enumeration | LOGARITHMIC |
Used by |
Attribute | response_spectrum_diagram/@interpolation
Source |
    <xs:simpleType name="diagram_interpolation_type">
      <xs:restriction base="xs:string">
        <xs:enumeration value="LINEAR"/>
        <xs:enumeration value="LOGARITHMIC"/>
      </xs:restriction>
    </xs:simpleType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type accelerogram

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/loading/accelerogram
Model | node{2,unbounded}
Children | node
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="accelerogram">
      <xs:sequence>
        <xs:element name="node" minOccurs="2" maxOccurs="unbounded">
          <xs:complexType>
            <xs:attribute name="t" type="xs:double" use="required"/>
            <xs:attribute name="ax" type="xs:double" use="required"/>
            <xs:attribute name="ay" type="xs:double" use="required"/>
            <xs:attribute name="az" type="xs:double" use="required"/>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type footfall_diagrams

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/loading/footfall_diagram
Model | harmonic_loads , weighting_factors_xy{0,1} , weighting_factors_z{0,1} , response_reduction{0,1}
Children | harmonic_loads, response_reduction, weighting_factors_xy, weighting_factors_z
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="footfall_diagrams">
      <xs:sequence>
        <xs:element name="harmonic_loads" type="footfall_harmonic_load_type"/>
        <xs:element name="weighting_factors_xy" type="response_spectrum_diagram" minOccurs="0"/>
        <xs:element name="weighting_factors_z" type="response_spectrum_diagram" minOccurs="0"/>
        <xs:element name="response_reduction" type="response_spectrum_diagram" minOccurs="0"/>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_block

Namespace | No namespace
Diagram |
Used by |
Element | solver_input/finite_element_data_blocks/finite_element_data_block
Model | elements_1d{0,1} , elements_2d{0,1} , elements_3d{0,1}
Children | elements_1d, elements_2d, elements_3d
Attributes |
QName | Type | Use |
--- | --- | --- | ---
id | id | required |
Source |
    <xs:complexType name="finite_element_data_block">
      <xs:sequence>
        <xs:element name="elements_1d" minOccurs="0">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="center" type="finite_element_data_1d_center" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="section" type="finite_element_data_1d_center_section" minOccurs="0" maxOccurs="unbounded"/>
            </xs:sequence>
          </xs:complexType>
        </xs:element>
        <xs:element name="elements_2d" minOccurs="0">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="center" type="finite_element_data_2d_center" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="section" type="finite_element_data_2d_center_section" minOccurs="0" maxOccurs="unbounded"/>
            </xs:sequence>
          </xs:complexType>
        </xs:element>
        <xs:element name="elements_3d" minOccurs="0">
          <xs:complexType>
            <xs:sequence>
              <xs:element name="center" type="finite_element_data_3d_center" minOccurs="0" maxOccurs="unbounded"/>
              <xs:element name="material" type="finite_element_data_3d_center_material" minOccurs="0" maxOccurs="unbounded"/>
            </xs:sequence>
          </xs:complexType>
        </xs:element>
      </xs:sequence>
      <xs:attribute name="id" type="id" use="required"/>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_1d_center

Namespace | No namespace
Annotations |
    Prvková data pro prutové prvky, která přepisují veškerá původní data, pokud není uvedeno jinak. Konstitutivní matice tuhosti průřezu je definována v težišti. Excentricity pak pro začátek i konec prutového konečného prvku, která je přičtena k původním hodnotám.
    Finite element data for members, that overwrite all original data, unless specified otherwise. Constitutive stiffness matrix of member cross-section is defined in the center of gravity. The eccentricity is defined for the start and end of a member finite element and added to the original values.
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_1d_center
Used by |
Element | finite_element_data_block/elements_1d/center
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | optional |
    Úhel natočení průřezu měřený od uživatelských os k hlavním osám [rad] (přepíše původní hodnotu).
d11 | double_positive | required |
    d11 = E * A = elasticity_modulus * axial_area. Unit [N].
d15 | xs:double | optional |
    d15 = E * Sy = elasticity_modulus *  statical_moment_of_area_y. Unit [N.m]
d16 | xs:double | optional |
    d16 = E * Sz = elasticity_modulus * statical_moment_of_area_z. Unit [N.m].
d22 | double_positive | required |
    d22 = G * Ay = shear_modulus * area_shear_y. Unit [N].
d33 | double_positive | required |
    d33 = G * Az = shear_modulus * area_shear_z. Unit [N].
d44 | double_positive | required |
    d44 = G * Ix = shear_modulus * moment_of_inertia_torsion. Unit [N.m^2].
d55 | double_positive | required |
    d55 = E * Iy = elasticity_modulus * moment_of_bending_y. Unit [N.m^2].
d56 | xs:double | optional |
    d56 = E * Dyz = elasticity_modulus * deviation moment of inertia. Unit [N.m^2].
d66 | double_positive | required |
    d66 = E * Iz = elasticity_modulus * moment_of_bending_z. Unit [N.m^2].
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ex1 | xs:double | optional |
    Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].
ex2 | xs:double | optional |
    Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].
ey1 | xs:double | optional |
    Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].
ey2 | xs:double | optional |
    Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].
ez1 | xs:double | optional |
    Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].
ez2 | xs:double | optional |
    Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].
id | id | required |
Source |
    <xs:complexType name="finite_element_data_1d_center">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Prvková data pro prutové prvky, která přepisují veškerá původní data, pokud není uvedeno jinak. Konstitutivní matice tuhosti průřezu je definována v težišti. Excentricity pak pro začátek i konec prutového konečného prvku, která je přičtena k původním hodnotám.</xs:documentation>
        <xs:documentation xml:lang="en">Finite element data for members, that overwrite all original data, unless specified otherwise. Constitutive stiffness matrix of member cross-section is defined in the center of gravity. The eccentricity is defined for the start and end of a member finite element and added to the original values.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="d11" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d11 = E * A = elasticity_modulus * axial_area. Unit [N].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d22" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d22 = G * Ay = shear_modulus * area_shear_y. Unit [N].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d33" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d33 = G * Az = shear_modulus * area_shear_z. Unit [N].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d44" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d44 = G * Ix = shear_modulus * moment_of_inertia_torsion. Unit [N.m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d55" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d55 = E * Iy = elasticity_modulus * moment_of_bending_y. Unit [N.m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d66" type="double_positive" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="en">d66 = E * Iz = elasticity_modulus * moment_of_bending_z. Unit [N.m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d56" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="en">d56 = E * Dyz = elasticity_modulus * deviation moment of inertia. Unit [N.m^2].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d16" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="en">d16 = E * Sz = elasticity_modulus * statical_moment_of_area_z. Unit [N.m].</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="d15" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="en">d15 = E * Sy = elasticity_modulus * statical_moment_of_area_y. Unit [N.m]</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attribute name="alfa" type="xs:double">
            <xs:annotation>
              <xs:documentation xml:lang="cs">Úhel natočení průřezu měřený od uživatelských os k hlavním osám [rad] (přepíše původní hodnotu).</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attributeGroup ref="additional_eccentricity_1d"/>
          <!--<xs:attribute name="ex1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ey1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ez1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ex2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ey2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ez2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_1d_center_section

Namespace | No namespace
Annotations |
    Prvková data pro prutové prvky, která přepisují veškerá původní data, pokud není uvedeno jinak. Konstitutivní matice tuhosti průřezu je definována v težišti. Excentricity pak pro začátek i konec prutového konečného prvku, která je přičtena k původním hodnotám.
    Finite element data for members, that overwrite all original data, unless specified otherwise. Constitutive stiffness matrix of member cross-section is defined in the center of gravity. The eccentricity is defined for the start and end of a member finite element and added to the original values.
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_1d_center_section
Used by |
Element | finite_element_data_block/elements_1d/section
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ex1 | xs:double | optional |
    Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].
ex2 | xs:double | optional |
    Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].
ey1 | xs:double | optional |
    Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].
ey2 | xs:double | optional |
    Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].
ez1 | xs:double | optional |
    Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].
ez2 | xs:double | optional |
    Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].
id | id | required |
section | reference | required |
    ID průřezu.
    Section ID.
Source |
    <xs:complexType name="finite_element_data_1d_center_section">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Prvková data pro prutové prvky, která přepisují veškerá původní data, pokud není uvedeno jinak. Konstitutivní matice tuhosti průřezu je definována v težišti. Excentricity pak pro začátek i konec prutového konečného prvku, která je přičtena k původním hodnotám.</xs:documentation>
        <xs:documentation xml:lang="en">Finite element data for members, that overwrite all original data, unless specified otherwise. Constitutive stiffness matrix of member cross-section is defined in the center of gravity. The eccentricity is defined for the start and end of a member finite element and added to the original values.</xs:documentation>
      </xs:annotation>
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="section" type="reference" use="required">
            <xs:annotation>
              <xs:documentation xml:lang="cs">ID průřezu.</xs:documentation>
              <xs:documentation xml:lang="en">Section ID.</xs:documentation>
            </xs:annotation>
          </xs:attribute>
          <xs:attributeGroup ref="additional_eccentricity_1d"/>
          <!--<xs:attribute name="alfa" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Úhel natočení průřezu měřený od uživatelských os k hlavním osám [rad].</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
          <!--<xs:attribute name="ex1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy x pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ey1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy y pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ez1" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy z pro počáteční uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ex2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy x pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ey2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy y pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>

            <xs:attribute name="ez2" type="xs:double">
              <xs:annotation>
                <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy z pro koncový uzel prutového konečného prvku [m].</xs:documentation>
              </xs:annotation>
            </xs:attribute>-->
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_2d_center

Namespace | No namespace
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_2d_center
Used by |
Element | finite_element_data_block/elements_2d/center
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
alfa | xs:double | required |
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d16 | xs:double | required |
d17 | xs:double | required |
d18 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d27 | xs:double | required |
d28 | xs:double | required |
d33 | double_positive | required |
d38 | xs:double | required |
d44 | double_positive | required |
d45 | xs:double | required |
d55 | double_positive | required |
d66 | double_positive | required |
d67 | xs:double | required |
d68 | xs:double | required |
d77 | double_positive | required |
d78 | xs:double | required |
d88 | double_positive | required |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
ez | xs:double | optional |
    Lokální excentricita ve směru osy z konečného prvku [m].
id | id | required |
thickness | xs:double | required |
Source |
    <xs:complexType name="finite_element_data_2d_center">
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="d11" type="double_positive" use="required"/>
          <xs:attribute name="d22" type="double_positive" use="required"/>
          <xs:attribute name="d33" type="double_positive" use="required"/>
          <xs:attribute name="d44" type="double_positive" use="required"/>
          <xs:attribute name="d55" type="double_positive" use="required"/>
          <xs:attribute name="d66" type="double_positive" use="required"/>
          <xs:attribute name="d12" type="xs:double" use="required"/>
          <xs:attribute name="d13" type="xs:double" use="required"/>
          <xs:attribute name="d23" type="xs:double" use="required"/>
          <xs:attribute name="d45" type="xs:double" use="required"/>
          <xs:attribute name="d77" type="double_positive" use="required"/>
          <xs:attribute name="d88" type="double_positive" use="required"/>
          <xs:attribute name="d78" type="xs:double" use="required"/>
          <xs:attribute name="d68" type="xs:double" use="required"/>
          <xs:attribute name="d67" type="xs:double" use="required"/>
          <xs:attribute name="d16" type="xs:double" use="required"/>
          <xs:attribute name="d27" type="xs:double" use="required"/>
          <xs:attribute name="d38" type="xs:double" use="required"/>
          <xs:attribute name="d28" type="xs:double" use="required"/>
          <xs:attribute name="d18" type="xs:double" use="required"/>
          <xs:attribute name="d17" type="xs:double" use="required"/>
          <xs:attribute name="alfa" type="xs:double" use="required"/>
          <xs:attribute name="thickness" type="xs:double" use="required"/>
          <xs:attributeGroup ref="additional_eccentricity_2d"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_3d_center

Namespace | No namespace
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_3d_center
Used by |
Element | finite_element_data_block/elements_3d/center
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
d11 | double_positive | required |
d12 | xs:double | required |
d13 | xs:double | required |
d22 | double_positive | required |
d23 | xs:double | required |
d33 | double_positive | required |
d44 | double_positive | required |
d55 | double_positive | required |
d66 | double_positive | required |
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
id | id | required |
Source |
    <xs:complexType name="finite_element_data_3d_center">
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="d11" type="double_positive" use="required"/>
          <xs:attribute name="d22" type="double_positive" use="required"/>
          <xs:attribute name="d33" type="double_positive" use="required"/>
          <xs:attribute name="d44" type="double_positive" use="required"/>
          <xs:attribute name="d55" type="double_positive" use="required"/>
          <xs:attribute name="d66" type="double_positive" use="required"/>
          <xs:attribute name="d12" type="xs:double" use="required"/>
          <xs:attribute name="d13" type="xs:double" use="required"/>
          <xs:attribute name="d23" type="xs:double" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Complex Type finite_element_data_3d_center_material

Namespace | No namespace
Diagram |
Type | extension of finite_element_data_block_element_base
Type hierarchy | finite_element_data_block_element_base finite_element_data_3d_center_material
Used by |
Element | finite_element_data_block/elements_3d/material
Attributes |
QName | Type | Use | Annotation
--- | --- | --- | ---
elem | references | required |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
id | id | required |
material | reference | required |
Source |
    <xs:complexType name="finite_element_data_3d_center_material">
      <xs:complexContent>
        <xs:extension base="finite_element_data_block_element_base">
          <xs:attribute name="material" type="reference" use="required"/>
        </xs:extension>
      </xs:complexContent>
    </xs:complexType>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_3d / @x

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_3d
Source |
    <xs:attribute name="x" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_3d / @y

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_3d
Source |
    <xs:attribute name="y" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_3d / @z

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_3d
Source |
    <xs:attribute name="z" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute vector_3d / @x

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | vector_3d
Source |
    <xs:attribute name="x" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute vector_3d / @y

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | vector_3d
Source |
    <xs:attribute name="y" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute vector_3d / @z

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | vector_3d
Source |
    <xs:attribute name="z" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_xy / @x

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_xy
Source |
    <xs:attribute name="x" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_xy / @y

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_xy
Source |
    <xs:attribute name="y" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_yz / @y

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_yz
Source |
    <xs:attribute name="y" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_yz / @z

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_yz
Source |
    <xs:attribute name="z" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_xz / @x

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_xz
Source |
    <xs:attribute name="x" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_xz / @z

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | point_xz
Source |
    <xs:attribute name="z" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_extrapolation / @diagram_start

Namespace | No namespace
Type | extrapolation_type
Properties |
content | simple
Facets |
enumeration | STOP |
enumeration | TEARING |
enumeration | YIELDING |
enumeration | CONTINUOUS |
Used by |
Attribute Group | diagram_extrapolation
Source |
    <xs:attribute name="diagram_start" type="extrapolation_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_extrapolation / @diagram_end

Namespace | No namespace
Type | extrapolation_type
Properties |
content | simple
Facets |
enumeration | STOP |
enumeration | TEARING |
enumeration | YIELDING |
enumeration | CONTINUOUS |
Used by |
Attribute Group | diagram_extrapolation
Source |
    <xs:attribute name="diagram_end" type="extrapolation_type"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute references_type / @refs

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | references_type
Source |
    <xs:attribute name="refs" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integer_references_type / @refs

Namespace | No namespace
Type | array_of_integer
Properties |
content | simple
Used by |
Complex Type | integer_references_type
Source |
    <xs:attribute name="refs" type="array_of_integer"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute references_type_deactivation / @refs

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | references_type_deactivation
Source |
    <xs:attribute name="refs" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute references_type_deactivation / @deactivation_type

Namespace | No namespace
Type | contact_deactivation_type
Properties |
use | required
Facets |
enumeration | STIFFEN |
enumeration | TURN_OFF |
Used by |
Complex Type | references_type_deactivation
Source |
    <xs:attribute name="deactivation_type" type="contact_deactivation_type" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute reference_type / @ref

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | reference_type
Source |
    <xs:attribute name="ref" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | node_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | node_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute duplicate_node / @original

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | duplicate_node
Source |
    <xs:attribute name="original" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_xy_ref / @ref

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | diagram_xy_ref
Source |
    <xs:attribute name="ref" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_xy_function / @definition

Namespace | No namespace
Type | xs:string
Properties |
use | required
Used by |
Complex Type | diagram_xy_function
Source |
    <xs:attribute name="definition" type="xs:string" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_xy_function / @time_limit

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | diagram_xy_function
Source |
    <xs:attribute name="time_limit" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_xy / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | node_xy
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_yz / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | node_yz
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute point_yz / @id

Namespace | No namespace
Type | id
Properties |
use | optional
Facets |
minInclusive | 1 |
Used by |
Complex Type | point_yz
Source |
    <xs:attribute name="id" type="id" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute eccentricity_2d_system / @system

Namespace | No namespace
Annotations |
    Použitý souřadný systém. Defaultně: local.
    Coordinate system used. Default: local.
Type | system_type
Properties |
use | optional
Facets |
enumeration | LOCAL |
enumeration | GLOBAL |
Used by |
Complex Type | eccentricity_2d_system
Source |
    <xs:attribute name="system" type="system_type" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Použitý souřadný systém. Defaultně: local.</xs:documentation>
        <xs:documentation xml:lang="en">Coordinate system used. Default: local.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | task_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_base / @dependencies

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | task_base
Source |
    <xs:attribute name="dependencies" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_mesh_generation / @auto_mesh_refinement

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | task_mesh_generation
Source |
    <xs:attribute name="auto_mesh_refinement" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_mesh_generation / @only_mesh

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | task_mesh_generation
Source |
    <xs:attribute name="only_mesh" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_analysis / @analysis

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | task_analysis
Source |
    <xs:attribute name="analysis" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_sections / @section

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | task_sections
Source |
    <xs:attribute name="section" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_clean_result_files / @mesh

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | task_clean_result_files
Source |
    <xs:attribute name="mesh" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_clean_result_files / @analyses

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | task_clean_result_files
Source |
    <xs:attribute name="analyses" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_clean_result_files / @sections

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | task_clean_result_files
Source |
    <xs:attribute name="sections" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_cut_lines / @cut_lines

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | task_cut_lines
Source |
    <xs:attribute name="cut_lines" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_cutting_patterns / @cutting_patterns_group

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | task_cutting_patterns
Source |
    <xs:attribute name="cutting_patterns_group" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute task_min_curvature / @surface

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/min_curvature_surfaces/surface[@id].
    Reference to: solver_input/min_curvature_surfaces/surface[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | task_min_curvature
Source |
    <xs:attribute name="surface" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/min_curvature_surfaces/surface[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/min_curvature_surfaces/surface[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r11

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r11" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r12

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r12" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r13

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r13" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r21

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r21" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r22

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r22" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r23

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r23" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r31

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r31" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r32

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r32" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix / @r33

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Attribute Group | rotation_matrix
Source |
    <xs:attribute name="r33" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute quaternion / @x

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | quaternion
Source |
    <xs:attribute name="x" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute quaternion / @y

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | quaternion
Source |
    <xs:attribute name="y" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute quaternion / @z

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | quaternion
Source |
    <xs:attribute name="z" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute quaternion / @w

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | quaternion
Source |
    <xs:attribute name="w" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_matrix_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | rotation_matrix_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute quaternion_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | quaternion_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_ref / @ref

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/rotations/rotation[@id].
    Reference to: solver_input/structure/rotations/rotation[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | rotation_ref
Source |
    <xs:attribute name="ref" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/rotations/rotation[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/rotations/rotation[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_angle / @angle

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | rotation_angle
Source |
    <xs:attribute name="angle" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_angle_around_axis / @axis

Namespace | No namespace
Type | translation_direction
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
Used by |
Complex Type | rotation_angle_around_axis
Source |
    <xs:attribute name="axis" type="translation_direction" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_angle_around_axis / @angle

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | rotation_angle_around_axis
Source |
    <xs:attribute name="angle" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_help_node / @axis

Namespace | No namespace
Type | axis_yz
Properties |
content | simple
Facets |
enumeration | Y |
enumeration | Z |
Used by |
Complex Type | rotation_help_node
Source |
    <xs:attribute name="axis" type="axis_yz"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotation_help_node / @rotation_angle

Namespace | No namespace
Annotations |
    Natočení liniového uvolnění kolem lokální osy x [rad].
    Rotation line release around the local x-axis [rad].
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | rotation_help_node
Source |
    <xs:attribute name="rotation_angle" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Natočení liniového uvolnění kolem lokální osy x [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Rotation line release around the local x-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_base_visco_group / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
use | optional
Used by |
Attribute Group | spring_base_visco_group
Source |
    <xs:attribute name="material" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_base_visco_group / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Attribute Group | spring_base_visco_group
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u podpory/kloubu/uvolnění ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the support/hinge/release has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute global_parameter / @name

Namespace | No namespace
Type | xs:string
Properties |
use | required
Used by |
Complex Type | global_parameter
Source |
    <xs:attribute name="name" type="xs:string" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute global_parameter / @value

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | global_parameter
Source |
    <xs:attribute name="value" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute function_for_reference / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | function_for_reference
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_visco_base / @id

Namespace | No namespace
Annotations |
    ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | material_visco_base
Source |
    <xs:attribute name="id" type="id" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">ID visco materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
        <xs:documentation xml:lang="en">Visco material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_initial_strain_base / @id

Namespace | No namespace
Annotations |
    ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | material_initial_strain_base
Source |
    <xs:attribute name="id" type="id" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">ID initial strain materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
        <xs:documentation xml:lang="en">Initial strain material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_initial_strain_base_member / @eps_x

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_initial_strain_base_member
Source |
    <xs:attribute name="eps_x" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_initial_strain_base_member / @eps_y

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_initial_strain_base_member
Source |
    <xs:attribute name="eps_y" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_initial_strain_base_surface / @eps_x

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_initial_strain_base_surface
Source |
    <xs:attribute name="eps_x" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_initial_strain_base_surface / @eps_y

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_initial_strain_base_surface
Source |
    <xs:attribute name="eps_y" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_parameters / @eta

Namespace | No namespace
Annotations |
    Viskozita tekutiny uvnitř pístu. [Pa.s]
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | viscoelastic_parameters
Source |
    <xs:attribute name="eta" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Viskozita tekutiny uvnitř pístu. [Pa.s]</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_parameters / @e_modulus_viscosity

Namespace | No namespace
Annotations |
    Tuhost pružiny, která je paralelně s pístem. [Pa]
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | viscoelastic_parameters
Source |
    <xs:attribute name="e_modulus_viscosity" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tuhost pružiny, která je paralelně s pístem. [Pa]</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_parameters / @e_modulus_one

Namespace | No namespace
Annotations |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | viscoelastic_parameters
Source |
    <xs:attribute name="e_modulus_one" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. [Pa]</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_visco_isotropic_elastic_standard_linear_solid / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_visco_isotropic_elastic_standard_linear_solid
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_visco_isotropic_elastic_generalized_maxwell_chain / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_visco_isotropic_elastic_generalized_maxwell_chain
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_properties_creep_or_properities / @aging

Namespace | No namespace
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | viscoelastic_properties_creep_or_properities
Source |
    <xs:attribute name="aging" type="xs:boolean" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_visco_isotropic_elastic_generalized_kelvin_chain / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_visco_isotropic_elastic_generalized_kelvin_chain
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_dynamic_increase_factor_strain_rate / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | diagram_dynamic_increase_factor_strain_rate
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute diagram_dynamic_increase_factor_strain_rate / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | diagram_dynamic_increase_factor_strain_rate
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute time_dependent_static / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | required
Used by |
Complex Type | time_dependent_static
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute time_dependent_static / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | time_dependent_static
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @id

Namespace | No namespace
Annotations |
    ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.
    Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="id" type="id" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">ID materiálu. Na materiál se lze odkazovat např. z průřezu prutu, vrstevnatého průřezu, těles.</xs:documentation>
        <xs:documentation xml:lang="en">Material ID. The material can be referenced e.g. from member cross section, laminated cross section, solid.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @thermal_conductivity

Namespace | No namespace
Annotations |
    λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.
    λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="thermal_conductivity" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">λ in (0, +infinity) [W/(m*K)]. Koeficient tepelné vodivosti.</xs:documentation>
        <xs:documentation xml:lang="en">λ in (0, +infinity) [W/(m*K)]. Thermal conductivity coefficient.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @heat_capacity

Namespace | No namespace
Annotations |
    C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.
    C in (0, +infinity) [J/(kg*K)]. Heat capacity.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="heat_capacity" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">C in (0, +infinity) [J/(kg*K)]. Tepelná kapacita.</xs:documentation>
        <xs:documentation xml:lang="en">C in (0, +infinity) [J/(kg*K)]. Heat capacity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @permeability_coefficient

Namespace | No namespace
Annotations |
    Dx in (0, +infinity) [m/s]. Koeficient propustnosti.
    Dx in (0, +infinity) [m/s]. Permeability Coefficient.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="permeability_coefficient" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dx in (0, +infinity) [m/s]. Koeficient propustnosti.</xs:documentation>
        <xs:documentation xml:lang="en">Dx in (0, +infinity) [m/s]. Permeability Coefficient.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @diffusion_coefficient

Namespace | No namespace
Annotations |
    Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.
    Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="diffusion_coefficient" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dx in (0, +infinity) [m^2/s]. Difůzní koeficient.</xs:documentation>
        <xs:documentation xml:lang="en">Dx in (0, +infinity) [m^2/s]. Diffusion coefficient.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @dentisy

Namespace | No namespace
Annotations |
    ρ_0 in (0, +infinity) [kg/m^3]. Hustota.
    ρ_0 in (0, +infinity) [kg/m^3]. Density.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="dentisy" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">ρ_0 in (0, +infinity) [kg/m^3]. Hustota.</xs:documentation>
        <xs:documentation xml:lang="en">ρ_0 in (0, +infinity) [kg/m^3]. Density.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_base / @creep

Namespace | No namespace
Annotations |
    Umožnění výpočtu lineárního creepu.
    Enable of linear creep calculation.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | material_base
Source |
    <xs:attribute name="creep" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Umožnění výpočtu lineárního creepu.</xs:documentation>
        <xs:documentation xml:lang="en">Enable of linear creep calculation.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @elasticity_modulus

Namespace | No namespace
Annotations |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
        <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @shear_modulus

Namespace | No namespace
Annotations |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="shear_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).</xs:documentation>
        <xs:documentation xml:lang="en">G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @poisson_ratio

Namespace | No namespace
Annotations |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
Type | restriction of xs:double
Properties |
use | required
Facets |
minExclusive | -1 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="poisson_ratio" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
        <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @saturated_specific_weight

Namespace | No namespace
Annotations |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @thermal_expansion_coefficient

Namespace | No namespace
Annotations |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
        <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @dll

Namespace | No namespace
Annotations |
    Číslo dll, které bude voláno - číslování dle FEM_PNLIN.
    The dll number, that will be called - numbering according to FEM_PNLIN.
Type | xs:int
Properties |
use | required
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="dll" type="xs:int" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Číslo dll, které bude voláno - číslování dle FEM_PNLIN.</xs:documentation>
        <xs:documentation xml:lang="en">The dll number, that will be called - numbering according to FEM_PNLIN.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @version

Namespace | No namespace
Annotations |
    Typ materiálu.
    Type of material.
Type | xs:int
Properties |
use | required
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="version" type="xs:int" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Type of material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @sub_version

Namespace | No namespace
Annotations |
    Podverze materiálu.
    Subtype of material.
Type | xs:int
Properties |
use | required
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="sub_version" type="xs:int" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Podverze materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Subtype of material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @array_int

Namespace | No namespace
Annotations |
    X položkové pole integer
    .
Type | array_of_integer
Properties |
content | simple
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="array_int" type="array_of_integer">
      <xs:annotation>
        <xs:documentation xml:lang="cs">X položkové pole integer</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_developer / @array_double

Namespace | No namespace
Annotations |
    X položkové pole double
    .
Type | array_of_double
Properties |
content | simple
Used by |
Complex Type | material_developer
Source |
    <xs:attribute name="array_double" type="array_of_double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">X položkové pole double</xs:documentation>
        <xs:documentation xml:lang="en">.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @elasticity_modulus

Namespace | No namespace
Annotations |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
        <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @shear_modulus

Namespace | No namespace
Annotations |
    G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).
    G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="shear_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G in (0, +infinity) [Pa]. Smykový modul. Pro izotropní materiál musí platit G = E / (2.0 * (1.0 + nu)).</xs:documentation>
        <xs:documentation xml:lang="en">G in (0, +infinity) [Pa]. Shear modulus. For the isotropic material to apply G = E / (2.0 * (1.0 + nu)).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @poisson_ratio

Namespace | No namespace
Annotations |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
Type | restriction of xs:double
Properties |
use | required
Facets |
minExclusive | -1 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="poisson_ratio" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
        <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @saturated_specific_weight

Namespace | No namespace
Annotations |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_base / @thermal_expansion_coefficient

Namespace | No namespace
Annotations |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_base
Source |
    <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
        <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_soilin / @elasticity_modulus

Namespace | No namespace
Annotations |
    E in (0, +infinity) [Pa]. Modul pružnosti.
    E in (0, +infinity) [Pa]. Modulus of elasticity.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_soilin
Source |
    <xs:attribute name="elasticity_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E in (0, +infinity) [Pa]. Modul pružnosti.</xs:documentation>
        <xs:documentation xml:lang="en">E in (0, +infinity) [Pa]. Modulus of elasticity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_soilin / @poisson_ratio

Namespace | No namespace
Annotations |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
Type | restriction of xs:double
Properties |
use | required
Facets |
minExclusive | -1 |
Used by |
Complex Type | material_soilin
Source |
    <xs:attribute name="poisson_ratio" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
        <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_soilin / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_soilin
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_soilin / @saturated_specific_weight

Namespace | No namespace
Annotations |
    gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.
    gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_soilin
Source |
    <xs:attribute name="saturated_specific_weight" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma_sat in [0, +infinity) [N/m^3]. Nasycená objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma_sat in [0, +infinity) [N/m^3]. Saturated specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_soilin / @structural_strength_coefficient

Namespace | No namespace
Annotations |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_soilin
Source |
    <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2</xs:documentation>
        <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil. Default = 0.2</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @poisson_ratio_yx

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru x = t, když je aplikováno protažení ve směru y = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction x = t when an extension is applied in direction y = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="poisson_ratio_yx" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru x = t, když je aplikováno protažení ve směru y = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction x = t when an extension is applied in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_layer / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_layer
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d11

Namespace | No namespace
Annotations |
    d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).
    d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d11" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).</xs:documentation>
        <xs:documentation xml:lang="en">d11 in (0, +infinity) [Pa]. d11 = E_x / (1 - nu_xy * nu_yx).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d22

Namespace | No namespace
Annotations |
    d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).
    d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d22" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).</xs:documentation>
        <xs:documentation xml:lang="en">d22 in (0, +infinity) [Pa]. d22 = E_y / (1 - nu_xy * nu_yx).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d33

Namespace | No namespace
Annotations |
    d33 in (0, +infinity) [Pa].  d33 = G_xy.
    d33 in (0, +infinity) [Pa].  d33 = G_xy.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d33" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d33 in (0, +infinity) [Pa]. d33 = G_xy.</xs:documentation>
        <xs:documentation xml:lang="en">d33 in (0, +infinity) [Pa]. d33 = G_xy.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d12

Namespace | No namespace
Annotations |
    d12 in (0, +infinity) [Pa].  d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).
    d12 in (0, +infinity) [Pa].  d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d12" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d12 in (0, +infinity) [Pa]. d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).</xs:documentation>
        <xs:documentation xml:lang="en">d12 in (0, +infinity) [Pa]. d12 = nu_xy * E_y / (1 - nu_xy * nu_yx).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d13

Namespace | No namespace
Annotations |
    d13 in (0, +infinity) [Pa].  d13 = 0.
    d13 in (0, +infinity) [Pa].  d13 = 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d13" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d13 in (0, +infinity) [Pa]. d13 = 0.</xs:documentation>
        <xs:documentation xml:lang="en">d13 in (0, +infinity) [Pa]. d13 = 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_stiffness_matrix_layer / @d23

Namespace | No namespace
Annotations |
    d23 in (0, +infinity) [Pa].  d23 = 0.
    d23 in (0, +infinity) [Pa].  d23 = 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_stiffness_matrix_layer
Source |
    <xs:attribute name="d23" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d23 in (0, +infinity) [Pa]. d23 = 0.</xs:documentation>
        <xs:documentation xml:lang="en">d23 in (0, +infinity) [Pa]. d23 = 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_linear_elastic_stiffness_matrix / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_linear_elastic_stiffness_matrix
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_linear_elastic_stiffness_matrix / @thermal_expansion_coefficient

Namespace | No namespace
Annotations |
    alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.
    alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_linear_elastic_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti.</xs:documentation>
        <xs:documentation xml:lang="en">alfa in [0, +infinity) [1/K]. Coefficient of thermal expansion.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @elasticity_modulus_z

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z=l (podélný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis z=l (longitudinal).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="elasticity_modulus_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z=l (podélný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis z=l (longitudinal).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @poisson_ratio_yz

Namespace | No namespace
Annotations |
    nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.
    nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z=l when an extension is applied in direction y = t.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="poisson_ratio_yz" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.</xs:documentation>
        <xs:documentation xml:lang="en">nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z=l when an extension is applied in direction y = t.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @poisson_ratio_xz

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="poisson_ratio_xz" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @thermal_expansion_coefficient_z

Namespace | No namespace
Annotations |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @hardening_modulus_x

Namespace | No namespace
Annotations |
    H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.
    H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @hardening_modulus_y

Namespace | No namespace
Annotations |
    H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.
    H_y in [0, +infinity> [Pa]. Hardening modulus along axis y.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">H_y in [0, +infinity> [Pa]. Hardening modulus along axis y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @hardening_modulus_z

Namespace | No namespace
Annotations |
    H_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.
    H_z in [0, +infinity> [Pa]. Hardening modulus along axis y.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="hardening_modulus_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">H_z in [0, +infinity> [Pa]. Hardening modulus along axis y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_compressive_strength_x

Namespace | No namespace
Annotations |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_compressive_strength_y

Namespace | No namespace
Annotations |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_compressive_strength_z

Namespace | No namespace
Annotations |
    f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélný, f_c0k).
    f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_compressive_strength_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélný, f_c0k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_tensile_strength_x

Namespace | No namespace
Annotations |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_tensile_strength_y

Namespace | No namespace
Annotations |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_tensile_strength_z

Namespace | No namespace
Annotations |
    f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = l (tečná, f_t0k).
    f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = l (tečná, f_t0k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_tensile_strength_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = l (tečná, f_t0k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = l (tečná, f_t0k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_shear_strength_yz

Namespace | No namespace
Annotations |
    f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).
    f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_shear_strength_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_shear_strength_xz

Namespace | No namespace
Annotations |
    f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = r (f_vk).
    f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = r (f_vk).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_shear_strength_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = r (f_vk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = r (f_vk).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @ultimate_shear_strength_xy

Namespace | No namespace
Annotations |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @tensile_fracture_energy_x

Namespace | No namespace
Annotations |
    GF_T_X in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru x [Nm/m^2].
    GF_T_X in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction x [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="tensile_fracture_energy_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_T_X in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru x [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_T_X in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction x [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @tensile_fracture_energy_y

Namespace | No namespace
Annotations |
    GF_T_Y in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru y [Nm/m^2].
    GF_T_Y in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction y [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="tensile_fracture_energy_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_T_Y in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru y [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_T_Y in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction y [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @tensile_fracture_energy_z

Namespace | No namespace
Annotations |
    GF_T_Z in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru z [Nm/m^2].
    GF_T_Z in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction z [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="tensile_fracture_energy_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_T_Z in (0, +infinity) [Pa]. Energie lomu v tahu na jednotku plochy ve směru z [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_T_Z in (0, +infinity) [Pa]. Tensile fracture energy per unit area in direction z [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_fracture_energy_yz

Namespace | No namespace
Annotations |
    GF_S_YZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině yz [Nm/m^2].
    GF_S_YZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane yz [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_fracture_energy_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_S_YZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině yz [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_S_YZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane yz [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_fracture_energy_xz

Namespace | No namespace
Annotations |
    GF_S_XZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xz [Nm/m^2].
    GF_S_XZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xz [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_fracture_energy_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_S_XZ in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xz [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_S_XZ in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xz [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_damage_sandhaas / @shear_fracture_energy_xy

Namespace | No namespace
Annotations |
    GF_S_XY in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xy [Nm/m^2].
    GF_S_XY in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xy [Nm/m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_damage_sandhaas
Source |
    <xs:attribute name="shear_fracture_energy_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">GF_S_XY in (0, +infinity) [Pa]. Energie smykového lomu na jednotku plochy v rovině xy [Nm/m^2].</xs:documentation>
        <xs:documentation xml:lang="en">GF_S_XY in (0, +infinity) [Pa]. Shear fracture energy per unit area in plane xy [Nm/m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_surface_stiffness_matrix / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_surface_stiffness_matrix
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_surface_stiffness_matrix / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_surface_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_surface_stiffness_matrix / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_surface_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d11

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d11" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d22

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d22" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d33

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d33" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d44

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d44" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d55

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d55" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d66

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d66" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d12

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d12" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d13

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d13" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_stiffness_matrix_type / @d23

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | solid_stiffness_matrix_type
Source |
    <xs:attribute name="d23" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_solid_stiffness_matrix / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_solid_stiffness_matrix
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_solid_stiffness_matrix / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_solid_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_solid_stiffness_matrix / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_solid_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_linear_elastic_solid_stiffness_matrix / @thermal_expansion_coefficient_z

Namespace | No namespace
Annotations |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_linear_elastic_solid_stiffness_matrix
Source |
    <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_mises / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_mises
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_tresca / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_tresca
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_drucker_prager / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_drucker_prager
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_mohr_coulomb / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_mohr_coulomb
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_masonry_surface / @hardening_modulus

Namespace | No namespace
Annotations |
    H in (0, +infinity> [Pa]. Modul zpevnění.
    H in (0, +infinity> [Pa]. Hardening modulus.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_masonry_surface
Source |
    <xs:attribute name="hardening_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H in (0, +infinity> [Pa]. Modul zpevnění.</xs:documentation>
        <xs:documentation xml:lang="en">H in (0, +infinity> [Pa]. Hardening modulus.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_masonry_surface / @ultimate_tensile_strength_x

Namespace | No namespace
Annotations |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x.
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_masonry_surface
Source |
    <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_masonry_surface / @ultimate_tensile_strength_y

Namespace | No namespace
Annotations |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y.
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_masonry_surface
Source |
    <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_masonry_surface / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_masonry_surface
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_without_wall_tension_surface / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_without_wall_tension_surface
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @cohesion

Namespace | No namespace
Annotations |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="cohesion" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @friction_angle

Namespace | No namespace
Annotations |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="friction_angle" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @e_oedometric_reference

Namespace | No namespace
Annotations |
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="e_oedometric_reference" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
        <xs:documentation xml:lang="en">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @pressure_reference

Namespace | No namespace
Annotations |
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="pressure_reference" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
        <xs:documentation xml:lang="en">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @m_power

Namespace | No namespace
Annotations |
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="m_power" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
        <xs:documentation xml:lang="en">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @structural_strength_coefficient

Namespace | No namespace
Annotations |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.</xs:documentation>
        <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength m determines the structural strength of soil.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @shear_modus_initial_reference

Namespace | No namespace
Annotations |
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="shear_modus_initial_reference" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
        <xs:documentation xml:lang="en">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_nonlinear_elastic_geotechnics_soil / @shear_strainthreshold

Namespace | No namespace
Annotations |
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_nonlinear_elastic_geotechnics_soil
Source |
    <xs:attribute name="shear_strainthreshold" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
        <xs:documentation xml:lang="en">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute tension_stiffening_base / @calculational_axial_tensile_strength

Namespace | No namespace
Annotations |
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
    real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | tension_stiffening_base
Source |
    <xs:attribute name="calculational_axial_tensile_strength" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.</xs:documentation>
        <xs:documentation xml:lang="en">real(8) f_ct_R in (0, +infinity) [Pa]. Calculational axial tensile strength. If undefined, it is obtained from the diagram.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute tension_stiffening_base / @exponent_tension_stiffening

Namespace | No namespace
Annotations |
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.
    real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | tension_stiffening_base
Source |
    <xs:attribute name="exponent_tension_stiffening" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient.</xs:documentation>
        <xs:documentation xml:lang="en">real(8) in (0, +infinity) [-]. Exponent for tension stiffening coefficient..</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_member / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_member
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_member / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_member
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_member / @damage

Namespace | No namespace
Annotations |
    Vzít v úvahu poškození materiálu?: false = ne, true = ano.
    Take damage into account?: false = no, true = yes.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | material_isotropic_plastic_member
Source |
    <xs:attribute name="damage" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Vzít v úvahu poškození materiálu?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Take damage into account?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_mises / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_mises
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_mises / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_mises
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_tresca / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_tresca
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_tresca / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_tresca
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_drucker_prager / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_drucker_prager
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_drucker_prager / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_drucker_prager
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_mohr_coulomb / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_mohr_coulomb
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_mohr_coulomb / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_mohr_coulomb
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan / @cohesion

Namespace | No namespace
Annotations |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Source |
    <xs:attribute name="cohesion" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan / @friction_angle

Namespace | No namespace
Annotations |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Source |
    <xs:attribute name="friction_angle" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan / @dilatancy_angle

Namespace | No namespace
Annotations |
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_mohr_coulomb_abbo_sloan
Source |
    <xs:attribute name="dilatancy_angle" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
        <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @ultimate_compressive_strength_intact_rock

Namespace | No namespace
Annotations |
    Strength in (0, +infinity) [Pa]. Jednoosa pevnost v tlaku neporusenych kusu horniny.
    Strength in (0, +infinity) [Pa]. Uni-axial compressive strength of the intact rock.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="ultimate_compressive_strength_intact_rock" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Strength in (0, +infinity) [Pa]. Jednoosa pevnost v tlaku neporusenych kusu horniny.</xs:documentation>
        <xs:documentation xml:lang="en">Strength in (0, +infinity) [Pa]. Uni-axial compressive strength of the intact rock.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @strength_m_b_parameter

Namespace | No namespace
Annotations |
    Parametr pevnosti v rozmezí [0, +infinity] [-].
    Strength parameter in [0, +infinity] [-].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="strength_m_b_parameter" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0, +infinity] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Strength parameter in [0, +infinity] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @strength_s_parameter

Namespace | No namespace
Annotations |
    Parametr pevnosti v rozmezí [0, +infinity] [-].
    Strength parameter in [0, +infinity] [-].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="strength_s_parameter" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0, +infinity] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Strength parameter in [0, +infinity] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @strength_a_parameter

Namespace | No namespace
Annotations |
    Parametr pevnosti v rozmezí [0.5, 1.0] [-].
    Strength parameter in [0.5, 1.0] [-].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="strength_a_parameter" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr pevnosti v rozmezí [0.5, 1.0] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Strength parameter in [0.5, 1.0] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @dilatancy_m_b_g_parameter

Namespace | No namespace
Annotations |
    Parametr v rozmezí [0, +infinity] [-].
    Parameter in [0, +infinity] [-].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="dilatancy_m_b_g_parameter" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr v rozmezí [0, +infinity] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Parameter in [0, +infinity] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @dilatancy_s_g_parameter

Namespace | No namespace
Annotations |
    Parametr v rozmezí [0, +infinity] [-].
    Parameter in [0, +infinity] [-].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="dilatancy_s_g_parameter" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr v rozmezí [0, +infinity] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Parameter in [0, +infinity] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @dilatancy_a_g_parameter

Namespace | No namespace
Annotations |
    Parametr v rozmezí [0.5, 1.0] [-].
    Parameter in [0.5, 1.0] [-].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="dilatancy_a_g_parameter" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Parametr v rozmezí [0.5, 1.0] [-].</xs:documentation>
        <xs:documentation xml:lang="en">Parameter in [0.5, 1.0] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_hoek_brown / @material_stiffness_matrix

Namespace | No namespace
Annotations |
    Typ algoritmu (matice tuhosti)?: tangent = 0 (default), elastic = 1.
    Type of algorithm (stiffness matrix)?: tangent = 0 (default), elastic = 1..
Type | material_stiffness_matrix_type
Properties |
use | required
Facets |
enumeration | TANGENT |
enumeration | ELASTIC |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_hoek_brown
Source |
    <xs:attribute name="material_stiffness_matrix" type="material_stiffness_matrix_type" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ algoritmu (matice tuhosti)?: tangent = 0 (default), elastic = 1.</xs:documentation>
        <xs:documentation xml:lang="en">Type of algorithm (stiffness matrix)?: tangent = 0 (default), elastic = 1..</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @cohesion

Namespace | No namespace
Annotations |
    Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.
    Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="cohesion" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Cohesion in [0, +infinity)[Pa]. Koheze je smyková složka skály nebo zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Cohesion in [0, +infinity) [Pa]. Cohesion is the component of shear strength of a rock or soil.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @friction_angle

Namespace | No namespace
Annotations |
    Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.
    Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="friction_angle" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. Úhel tření je smykový parametr zeminy.</xs:documentation>
        <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. Friction angle is a shear strength parameter of soils.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @dilatancy_angle

Namespace | No namespace
Annotations |
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
    Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="dilatancy_angle" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
        <xs:documentation xml:lang="en">Angle in [0, 90 deg = PI/2 rad) [rad]. The angle of dilation controls an amount of plastic volumetric strain developed during plastic shearing and is assumed constant during plastic yielding.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @tension_cut_off_enabled

Namespace | No namespace
Annotations |
    Uvažovat nulovou pevnost v tahu (tzv. tension cut-off) v případě nenulové soudržnosti?: false = ne, true = ano.
    Consider zero tensile strength (so-called tension cut-off) in case of non-zero cohesion?: false = no, true = yes.
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="tension_cut_off_enabled" type="xs:boolean" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uvažovat nulovou pevnost v tahu (tzv. tension cut-off) v případě nenulové soudržnosti?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Consider zero tensile strength (so-called tension cut-off) in case of non-zero cohesion?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @tension_cut_off_strength

Namespace | No namespace
Annotations |
    Tahová pevnost v (0, +infinity) [Pa] pro tension cut-off.
    Tensile strength in (0, +infinity) [Pa] for tension cut-off.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="tension_cut_off_strength" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tahová pevnost v (0, +infinity) [Pa] pro tension cut-off.</xs:documentation>
        <xs:documentation xml:lang="en">Tensile strength in (0, +infinity) [Pa] for tension cut-off.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @e_oedometric_reference

Namespace | No namespace
Annotations |
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
    Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="e_oedometric_reference" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
        <xs:documentation xml:lang="en">Eoed in (0, +infinity) [Pa]. Reference tangent stiffness for primary oedometer loading.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @pressure_reference

Namespace | No namespace
Annotations |
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
    Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="pressure_reference" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
        <xs:documentation xml:lang="en">Pressure in (0, +infinity) [Pa]. Reference stress for stiffness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @m_power

Namespace | No namespace
Annotations |
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
    M_power in  [0, 1> [-]. Power for stress-level dependecy of stiffness.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="m_power" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
        <xs:documentation xml:lang="en">M_power in [0, 1> [-]. Power for stress-level dependecy of stiffness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @structural_strength_coefficient

Namespace | No namespace
Annotations |
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.
    m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="structural_strength_coefficient" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.</xs:documentation>
        <xs:documentation xml:lang="en">m in (0, 1.0> [-]. The correction coefficient of surcharge due to structural strength gamma_m determines the structural strength of soil.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @a_mat

Namespace | No namespace
Annotations |
    a_mat v (0, 1.0) [-]. Parametr smykového zpevnění. Na vstupu vždy a_mat nebo e_50_reference.
    a_mat in (0, 1.0) [-]. Shear hardening parameter.  Input a_mat or e_50_reference.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="a_mat" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">a_mat v (0, 1.0) [-]. Parametr smykového zpevnění. Na vstupu vždy a_mat nebo e_50_reference.</xs:documentation>
        <xs:documentation xml:lang="en">a_mat in (0, 1.0) [-]. Shear hardening parameter. Input a_mat or e_50_reference.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @e_50_reference

Namespace | No namespace
Annotations |
    e_50_reference v (0, +infinity) [Pa]. Referenční sečnová tuhost odpovídající 50% MC ultimate deviatoric stress v referenčním napětí. Na vstupu vždy a_mat nebo e_50_reference.
    e_50_reference in (0, +infinity) [Pa]. Reference secant stiffness corresponding to 50% of the Mohr-Coulomb's ultimate deviatoric stress at reference stress. Input a_mat or e_50_reference.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="e_50_reference" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">e_50_reference v (0, +infinity) [Pa]. Referenční sečnová tuhost odpovídající 50% MC ultimate deviatoric stress v referenčním napětí. Na vstupu vždy a_mat nebo e_50_reference.</xs:documentation>
        <xs:documentation xml:lang="en">e_50_reference in (0, +infinity) [Pa]. Reference secant stiffness corresponding to 50% of the Mohr-Coulomb's ultimate deviatoric stress at reference stress. Input a_mat or e_50_reference.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @e_unloading_reference

Namespace | No namespace
Annotations |
    e_unloading_reference v (0, +infinity) [Pa]. Referenční tečná tuhost pro odtěžování / znovu přitížení.
    e_unloading_reference in (0, +infinity) [Pa]. Reference tangent stiffness for unloading / reloading.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="e_unloading_reference" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">e_unloading_reference v (0, +infinity) [Pa]. Referenční tečná tuhost pro odtěžování / znovu přitížení.</xs:documentation>
        <xs:documentation xml:lang="en">e_unloading_reference in (0, +infinity) [Pa]. Reference tangent stiffness for unloading / reloading.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @poisson_ratio_unloading

Namespace | No namespace
Annotations |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel pro odtěžování / znovu přitížení.
    nu in (-1.0, +0.5) [-]. Poisson's ratio for unloading / reloading.
Type | restriction of xs:double
Properties |
use | required
Facets |
minExclusive | -1 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="poisson_ratio_unloading" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel pro odtěžování / znovu přitížení.</xs:documentation>
        <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio for unloading / reloading.</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @preoverburden_pressure

Namespace | No namespace
Annotations |
    Preoverburden_pressure v (0, +infinity) [Pa]. Konstantní offset počátečního vertikálního napětí od tohoto tlaku. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.
    Preoverburden_pressure in (0, +infinity) [Pa]. Constant offset of initial vertical stress by this pressure. Input preoverburden_pressure or overconsolidation_ratio.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="preoverburden_pressure" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Preoverburden_pressure v (0, +infinity) [Pa]. Konstantní offset počátečního vertikálního napětí od tohoto tlaku. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.</xs:documentation>
        <xs:documentation xml:lang="en">Preoverburden_pressure in (0, +infinity) [Pa]. Constant offset of initial vertical stress by this pressure. Input preoverburden_pressure or overconsolidation_ratio.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @overconsolidation_ratio

Namespace | No namespace
Annotations |
    Overconsolidation ratio v (1, +infinity) [-]. Konstantní poměr mezi vertikálním napětím a geostatickým napětím. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.
    Overconsolidation ratio in (1, +infinity) [-]. Constant ratio between initial vertical stress and the geostatic stress. Input preoverburden_pressre or overconsolidation_ratio..
Type | restriction of xs:double
Properties |
use | optional
Facets |
minInclusive | 1 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="overconsolidation_ratio" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Overconsolidation ratio v (1, +infinity) [-]. Konstantní poměr mezi vertikálním napětím a geostatickým napětím. Na vstupu vždy overburden_pressure nebo overconsolidation_ratio.</xs:documentation>
        <xs:documentation xml:lang="en">Overconsolidation ratio in (1, +infinity) [-]. Constant ratio between initial vertical stress and the geostatic stress. Input preoverburden_pressre or overconsolidation_ratio..</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minInclusive value="1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @shear_modulus_initial_reference

Namespace | No namespace
Annotations |
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="shear_modulus_initial_reference" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
        <xs:documentation xml:lang="en">G_0^ref in (0, +infinity) [Pa]. Reference shear modulus at very small strains. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_geotechnics_modified_hardening_soil / @shear_strain_threshold

Namespace | No namespace
Annotations |
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
    Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_plastic_geotechnics_modified_hardening_soil
Source |
    <xs:attribute name="shear_strain_threshold" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
        <xs:documentation xml:lang="en">Gamma_0p7in (0, +infinity) [-]. Threshold shear strain at which G_s = 0.722 G_0^ref. Both parameters (SHEAR_MODULUS_INITIAL_REFERENCE and SHEAR_STRAIN_THRESHOLD) or none must be specified.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_mises / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_membrane_mises
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_mises / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_membrane_mises
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_tresca / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_membrane_tresca
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_tresca / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_membrane_tresca
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_drucker_prager / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_membrane_drucker_prager
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_drucker_prager / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_membrane_drucker_prager
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_mohr_coulomb / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_plastic_membrane_mohr_coulomb
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_plastic_membrane_mohr_coulomb / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
content | simple
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_plastic_membrane_mohr_coulomb
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @hardening_modulus_x

Namespace | No namespace
Annotations |
    H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).
    H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @hardening_modulus_y

Namespace | No namespace
Annotations |
    H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).
    H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y =  t (tangential).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @ultimate_compressive_strength_x

Namespace | No namespace
Annotations |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @ultimate_compressive_strength_y

Namespace | No namespace
Annotations |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @ultimate_tensile_strength_x

Namespace | No namespace
Annotations |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @ultimate_tensile_strength_y

Namespace | No namespace
Annotations |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @ultimate_shear_strength_xy

Namespace | No namespace
Annotations |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_surface / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_surface
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @elasticity_modulus_z

Namespace | No namespace
Annotations |
    E_z in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z = l (podélný).
    E_z in (0, +infinity) [Pa]. Modulus of elasticity along axis z = l (longitudinal).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="elasticity_modulus_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_z in (0, +infinity) [Pa]. Modul pružnosti ve směru osy z = l (podélný).</xs:documentation>
        <xs:documentation xml:lang="en">E_z in (0, +infinity) [Pa]. Modulus of elasticity along axis z = l (longitudinal).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @poisson_ratio_yz

Namespace | No namespace
Annotations |
    nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.
    nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction y = t.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="poisson_ratio_yz" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_yz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru y = t.</xs:documentation>
        <xs:documentation xml:lang="en">nu_yz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction y = t.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @poisson_ratio_xz

Namespace | No namespace
Annotations |
    nu_xz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.
    nu_xz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="poisson_ratio_xz" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xz in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru z = l, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xz in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction z = l when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @thermal_expansion_coefficient_z

Namespace | No namespace
Annotations |
    alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.
    alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="thermal_expansion_coefficient_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_z in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy z.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_z in [0, +infinity) [1/K]. Coefficient of thermal expansion in the z-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @hardening_modulus_x

Namespace | No namespace
Annotations |
    H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).
    H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_x, E_p_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">H_x, E_p_x in [0, +infinity> [Pa]. Hardening modulus along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @hardening_modulus_y

Namespace | No namespace
Annotations |
    H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).
    H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y =  t (tangential).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_y, E_p_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">H_y, E_p_y in [0, +infinity> [Pa]. Hardening modulus along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @hardening_modulus_z

Namespace | No namespace
Annotations |
    H_z, E_p_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy z = l (podélný).
    H_z, E_p_z in [0, +infinity> [Pa]. Hardening modulus along axis z =  l (longitudinal).
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="hardening_modulus_z" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_z, E_p_z in [0, +infinity> [Pa]. Modul zpevnění ve směru osy z = l (podélný).</xs:documentation>
        <xs:documentation xml:lang="en">H_z, E_p_z in [0, +infinity> [Pa]. Hardening modulus along axis z = l (longitudinal).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_compressive_strength_x

Namespace | No namespace
Annotations |
    f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).
    f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_x in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy x = r (radiální, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_x in (0, +infinity) [Pa]. Compressive strength along axis x = r (radial, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_compressive_strength_y

Namespace | No namespace
Annotations |
    f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).
    f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_y in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy y = t (tečná, f_c90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_y in (0, +infinity) [Pa]. Compressive strength along axis y = t (tangential, f_c90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_compressive_strength_z

Namespace | No namespace
Annotations |
    f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélná, f_c0k).
    f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_compressive_strength_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_c_z in (0, +infinity) [Pa]. Pevnost v tlaku ve směru osy z = l (podélná, f_c0k).</xs:documentation>
        <xs:documentation xml:lang="en">f_c_z in (0, +infinity) [Pa]. Compressive strength along axis z = l (longitudinal, f_c0k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_tensile_strength_x

Namespace | No namespace
Annotations |
    f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).
    f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_x in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy x = r (radiální, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_x in (0, +infinity) [Pa]. Tensile strength along axis x = r (radiální, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_tensile_strength_y

Namespace | No namespace
Annotations |
    f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).
    f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_y in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy y = t (tečná, f_t90k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_y in (0, +infinity) [Pa]. Tensile strength along axis y = t (tečná, f_t90k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_tensile_strength_z

Namespace | No namespace
Annotations |
    f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = t (podélná, f_t0k).
    f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = t (longitudinal, f_t0k).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_tensile_strength_z" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_t_z in (0, +infinity) [Pa]. Pevnost v tahu ve směru osy z = t (podélná, f_t0k).</xs:documentation>
        <xs:documentation xml:lang="en">f_t_z in (0, +infinity) [Pa]. Tensile strength along axis z = t (longitudinal, f_t0k).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_shear_strength_yz

Namespace | No namespace
Annotations |
    f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).
    f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_shear_strength_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_yz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy y = t (f_vk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_yz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction y = t (f_vk).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_shear_strength_xz

Namespace | No namespace
Annotations |
    f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy x = r (f_vk).
    f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction x = r (f_vk).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_shear_strength_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_xz in (0, +infinity) [Pa]. Smyková pevnost ve směru z = l v rovině kolmé na směr osy x = r (f_vk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_xz in (0, +infinity) [Pa]. Shear strength in direction z = l on the plane whose normal is in direction x = r (f_vk).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @ultimate_shear_strength_xy

Namespace | No namespace
Annotations |
    f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).
    f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="ultimate_shear_strength_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">f_v_xy in (0, +infinity) [Pa]. Smyková pevnost ve směru y = t v rovině kolmé na směr osy x = r (f_Rvk, valivý smyk).</xs:documentation>
        <xs:documentation xml:lang="en">f_v_xy in (0, +infinity) [Pa]. Shear strength in direction y = t on the plane whose normal is in direction x = r (f_Rvk, rollschub).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_tsai_wu_solid / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_orthotropic_plastic_tsai_wu_solid
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x.
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in [0, +infinity) [Pa]. Modul pružnosti ve směru osy y. Vždy je roven 0.
    E_y in [0, +infinity) [Pa]. Modulus of elasticity along axis y. Always equals 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in [0, +infinity) [Pa]. Modul pružnosti ve směru osy y. Vždy je roven 0.</xs:documentation>
        <xs:documentation xml:lang="en">E_y in [0, +infinity) [Pa]. Modulus of elasticity along axis y. Always equals 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in [0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x. Vždy je roven 0.
    G_YZ in [0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction y. Always equals 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="shear_modulus_yz" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in [0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x. Vždy je roven 0.</xs:documentation>
        <xs:documentation xml:lang="en">G_YZ in [0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction y. Always equals 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x.
    G_XZ in (0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z v rovině jejíž normála je ve směru x.</xs:documentation>
        <xs:documentation xml:lang="en">G_XZ in (0, +infinity) [Pa]. Shear modulus in direction z on the plane whose normal is in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y v rovině jejíž normála je ve směru x.
    G_XY in (0, +infinity) [Pa]. Shear modulus in direction y on the plane whose normal is in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y v rovině jejíž normála je ve směru x.</xs:documentation>
        <xs:documentation xml:lang="en">G_XY in (0, +infinity) [Pa]. Shear modulus in direction y on the plane whose normal is in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    POISSON_XY in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x. Vždy je roven 0.
    POISSON_XY in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y=t when an extension is applied in direction x. Always equals 0.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">POISSON_XY in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x. Vždy je roven 0.</xs:documentation>
        <xs:documentation xml:lang="en">POISSON_XY in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y=t when an extension is applied in direction x. Always equals 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @specific_weight

Namespace | No namespace
Annotations |
    in [0, +infinity) [N/m^3]. Objemová tíha.
    in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis x.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y. Vždy je roven 0.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis y. Always equals 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y. Vždy je roven 0.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion along the axis y. Always equals 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @hardening_modulus_x

Namespace | No namespace
Annotations |
    H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.
    H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="hardening_modulus_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_x in [0, +infinity> [Pa]. Modul zpevnění ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">H_x in [0, +infinity> [Pa]. Hardening modulus along axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @hardening_modulus_y

Namespace | No namespace
Annotations |
    H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y. Vždy je roven 0.
    H_y in [0, +infinity> [Pa]. Hardening modulus along axis y. Always equals 0.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="hardening_modulus_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">H_y in [0, +infinity> [Pa]. Modul zpevnění ve směru osy y. Vždy je roven 0.</xs:documentation>
        <xs:documentation xml:lang="en">H_y in [0, +infinity> [Pa]. Hardening modulus along axis y. Always equals 0.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @yield_strength_equivalent

Namespace | No namespace
Annotations |
    F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.
    F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="yield_strength_equivalent" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.</xs:documentation>
        <xs:documentation xml:lang="en">F_EQ in (0, +infinity) [Pa]. Equivalent yield strength.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @yield_strength_x

Namespace | No namespace
Annotations |
    F_X in (0, +infinity) [Pa]. Yield strength along axis x.
    F_X in (0, +infinity) [Pa]. Yield strength along axis x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="yield_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">F_X in (0, +infinity) [Pa]. Yield strength along axis x.</xs:documentation>
        <xs:documentation xml:lang="en">F_X in (0, +infinity) [Pa]. Yield strength along axis x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @parameter_x

Namespace | No namespace
Annotations |
    P_X in [1, 10] [-].
    P_X in [1, 10] [-].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="parameter_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">P_X in [1, 10] [-].</xs:documentation>
        <xs:documentation xml:lang="en">P_X in [1, 10] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @parameter_xz

Namespace | No namespace
Annotations |
    P_XZ in [1, 10] [-].
    P_XZ in [1, 10] [-].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="parameter_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">P_XZ in [1, 10] [-].</xs:documentation>
        <xs:documentation xml:lang="en">P_XZ in [1, 10] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @parameter_xy

Namespace | No namespace
Annotations |
    P_XY in [1, 10] [-].
    P_XY in [1, 10] [-].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="parameter_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">P_XY in [1, 10] [-].</xs:documentation>
        <xs:documentation xml:lang="en">P_XY in [1, 10] [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_weld_surface / @parameter_x_xz

Namespace | No namespace
Annotations |
    P_X_XZ = 0 [-].
    P_X_XZ = 0 [-].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_weld_surface
Source |
    <xs:attribute name="parameter_x_xz" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">P_X_XZ = 0 [-].</xs:documentation>
        <xs:documentation xml:lang="en">P_X_XZ = 0 [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_parameters_base / @alpha_coefficient

Namespace | No namespace
Annotations |
    alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_parameters_base
Source |
    <xs:attribute name="alpha_coefficient" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs"/>
        <xs:documentation xml:lang="en">alpha_coefficient in (0, +infinity). Alpha coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 24).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_parameters_base / @beta_coefficient

Namespace | No namespace
Type | restriction of xs:double
Properties |
use | required
Facets |
maxExclusive | 2 |
minExclusive | -2 |
Used by |
Complex Type | rankine_hill_parameters_base
Source |
    <xs:attribute name="beta_coefficient" use="required">
      <xs:simpleType>
        <xs:annotation>
          <xs:documentation xml:lang="cs"/>
          <xs:documentation xml:lang="en">beta_coefficient in (-2.0, 2.0). Beta coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 47).</xs:documentation>
        </xs:annotation>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-2"/>
          <xs:maxExclusive value="2"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_parameters_base / @gamma_coefficient

Namespace | No namespace
Annotations |
    gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_parameters_base
Source |
    <xs:attribute name="gamma_coefficient" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs"/>
        <xs:documentation xml:lang="en">gamma_coefficient in (0, +infinity). Gamma coefficient. See Lourenco, Borst, Rots (1997) - A plane stress softening plasticity model for orthotropic materials (eq 48).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @shear_modulus_yz

Namespace | No namespace
Annotations |
    G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.
    G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="shear_modulus_yz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_yz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy y = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_yz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction y = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @shear_modulus_xz

Namespace | No namespace
Annotations |
    G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.
    G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="shear_modulus_xz" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xz in (0, +infinity) [Pa]. Smykový modul ve směru osy z = l v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xz in (0, +infinity) [Pa]. Shear modulus in direction along axis z = l on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @poisson_ratio_xy

Namespace | No namespace
Annotations |
    nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.
    nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="poisson_ratio_xy" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu_xy in (-infinity, +infinity) [-]. Poissonův součinitel, který odpovídá zkrácení ve směru y = t, když je aplikováno protažení ve směru x = r.</xs:documentation>
        <xs:documentation xml:lang="en">nu_xy in (-infinity, +infinity) [-]. Poisson's ratio that corresponds to a contraction in direction y = t when an extension is applied in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_plastic_rankine_hill_surface / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_orthotropic_plastic_rankine_hill_surface
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @ultimate_tensile_strength_x

Namespace | No namespace
Annotations |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="ultimate_tensile_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @ultimate_tensile_strength_y

Namespace | No namespace
Annotations |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="ultimate_tensile_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @ultimate_compressive_strength_x

Namespace | No namespace
Annotations |
    in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="ultimate_compressive_strength_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate tensile strength in direction y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @ultimate_compressive_strength_y

Namespace | No namespace
Annotations |
    in (0, +infinity) [Pa]. Ultimate compressive strength in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="ultimate_compressive_strength_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Pa]. Ultimate compressive strength in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @compressive_plastic_strain_peak

Namespace | No namespace
Annotations |
    in (0, +infinity) [-]. Plactic strain (hardenig curve) at peak compressive stress.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="compressive_plastic_strain_peak" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [-]. Plactic strain (hardenig curve) at peak compressive stress.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @tensile_fracture_energy_x

Namespace | No namespace
Annotations |
    in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="tensile_fracture_energy_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @tensile_fracture_energy_y

Namespace | No namespace
Annotations |
    in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction y.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="tensile_fracture_energy_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Tensile fracture energy per unit area in direction y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @compressive_fracture_energy_x

Namespace | No namespace
Annotations |
    in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction x.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="compressive_fracture_energy_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction x.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rankine_hill_strength / @compressive_fracture_energy_y

Namespace | No namespace
Annotations |
    in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction y.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | rankine_hill_strength
Source |
    <xs:attribute name="compressive_fracture_energy_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">
        </xs:documentation>
        <xs:documentation xml:lang="en">in (0, +infinity) [Nm/m^2]. Compressive fracture energy per unit area in direction y.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_damage_mazars / @reference_element_size

Namespace | No namespace
Annotations |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_damage_mazars
Source |
    <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
        <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_damage_mazars / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_damage_mazars
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_damage_faria / @reference_element_size

Namespace | No namespace
Annotations |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_damage_faria
Source |
    <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
        <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_damage_faria / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_damage_faria
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_anisotropic_damage_concrete / @reference_element_size

Namespace | No namespace
Annotations |
    I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.
    I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_isotropic_anisotropic_damage_concrete
Source |
    <xs:attribute name="reference_element_size" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">I_FE_R in in [0, +infinity) [-]. Referenční velikost prvku. Pokud je nastavena na nulu, tak se neřeší závislost na velikosti síte.</xs:documentation>
        <xs:documentation xml:lang="en">I_FE_R in in [0, +infinity) [-]. Reference element size. If set to zero, mesh size dependency is not solved.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_anisotropic_damage_concrete / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_anisotropic_damage_concrete
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_reinforcement / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_reinforcement
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_reinforcement / @nonlinear_behavior

Namespace | No namespace
Annotations |
    Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.
    Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.
Type | material_nonlinear_behavior_type
Properties |
use | optional
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | material_isotropic_reinforcement
Source |
    <xs:attribute name="nonlinear_behavior" type="material_nonlinear_behavior_type" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Způsob chování nelineárního materiálu: ELASTIC = Nelineárně elastické chování, PLASTIC = Nelineárně plastické chování.</xs:documentation>
        <xs:documentation xml:lang="en">Type of nonlinear material behavior: ELASTIC = Nonlinear elastic behavior, PLASTIC = Nonlinear plastic behavior.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute microstructure_part_type / @part_nonlinearity

Namespace | No namespace
Annotations |
    Typ nelinearity části mikrostruktury.
    Microstructure part nonlinearity type.
Type | material_nonlinear_behavior_type
Properties |
use | required
Facets |
enumeration | ELASTIC |
    Nelineárně elastické chování.
enumeration | PLASTIC |
    Nelineárně plastické chování.
Used by |
Complex Type | microstructure_part_type
Source |
    <xs:attribute name="part_nonlinearity" type="material_nonlinear_behavior_type" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ nelinearity části mikrostruktury.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure part nonlinearity type.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @weave_pattern

Namespace | No namespace
Annotations |
    Typ mezo/mikro struktury tkaniny.
    Weave technology.
Type | weave_pattern_type
Properties |
use | required
Facets |
enumeration | PLAIN |
enumeration | BASKET |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="weave_pattern" type="weave_pattern_type" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ mezo/mikro struktury tkaniny.</xs:documentation>
        <xs:documentation xml:lang="en">Weave technology.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @length_x

Namespace | No namespace
Annotations |
    Délka mikrostruktury ve směru osy x.
    Microstructure length along the x-axis.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="length_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Délka mikrostruktury ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure length along the x-axis.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @length_y

Namespace | No namespace
Annotations |
    Délka mikrostruktury ve směru osy y.
    Microstructure length along the y-axis.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="length_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Délka mikrostruktury ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">Microstructure length along the y-axis.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @height_1

Namespace | No namespace
Annotations |
    Výška vzepětí vláken osnovy.
    Warp fibers rise.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="height_1" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výška vzepětí vláken osnovy.</xs:documentation>
        <xs:documentation xml:lang="en">Warp fibers rise.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @height_2

Namespace | No namespace
Annotations |
    Výška vzepětí vláken útku.
    Weft fibers rise.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="height_2" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Výška vzepětí vláken útku.</xs:documentation>
        <xs:documentation xml:lang="en">Weft fibers rise.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @cover_elasticity_modulus

Namespace | No namespace
Annotations |
    Modul pružnosti materiálu krycí vrstvy.
    Cover material elasticity modulus.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="cover_elasticity_modulus" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Modul pružnosti materiálu krycí vrstvy.</xs:documentation>
        <xs:documentation xml:lang="en">Cover material elasticity modulus.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @cover_poisson_ratio

Namespace | No namespace
Annotations |
    Poissonův součinitel materiálu krycí vrstvy.
    Cover material Poisson's ratio.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="cover_poisson_ratio" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Poissonův součinitel materiálu krycí vrstvy.</xs:documentation>
        <xs:documentation xml:lang="en">Cover material Poisson's ratio.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @cover_thickness

Namespace | No namespace
Annotations |
    Tloušťka materiálu krycí vrstvy.
    Cover material thickness.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="cover_thickness" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tloušťka materiálu krycí vrstvy.</xs:documentation>
        <xs:documentation xml:lang="en">Cover material thickness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_woven_membrane_microstructure / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_woven_membrane_microstructure
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @weave_pattern

Namespace | No namespace
Annotations |
    Typ mezo/mikro struktury tkaniny.
    Weave technology.
Type | weave_pattern_type
Properties |
use | required
Facets |
enumeration | PLAIN |
enumeration | BASKET |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="weave_pattern" type="weave_pattern_type" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Typ mezo/mikro struktury tkaniny.</xs:documentation>
        <xs:documentation xml:lang="en">Weave technology.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @elasticity_modulus_x

Namespace | No namespace
Annotations |
    E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).
    E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="elasticity_modulus_x" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_x in (0, +infinity) [Pa]. Modul pružnosti ve směru osy x = r (radiální).</xs:documentation>
        <xs:documentation xml:lang="en">E_x in (0, +infinity) [Pa]. Modulus of elasticity along axis x = r (radial).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @elasticity_modulus_y

Namespace | No namespace
Annotations |
    E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).
    E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="elasticity_modulus_y" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">E_y in (0, +infinity) [Pa]. Modul pružnosti ve směru osy y = t (tečný).</xs:documentation>
        <xs:documentation xml:lang="en">E_y in (0, +infinity) [Pa]. Modulus of elasticity along axis y = t (tangential).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @shear_modulus_xy

Namespace | No namespace
Annotations |
    G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.
    G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="shear_modulus_xy" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">G_xy in (0, +infinity) [Pa]. Smykový modul ve směru osy y = t v rovině kolmé na směr osy x = t.</xs:documentation>
        <xs:documentation xml:lang="en">G_xy in (0, +infinity) [Pa]. Shear modulus in direction along axis y = t on the plane whose normal is in direction x = r.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @RVE_length_height_ratio

Namespace | No namespace
Annotations |
    R in (0, +infinity) [-]. Poměr délky ku tloušťce RVE.
    R in (0, +infinity) [-]. Length to height ratio of RVE.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="RVE_length_height_ratio" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">R in (0, +infinity) [-]. Poměr délky ku tloušťce RVE.</xs:documentation>
        <xs:documentation xml:lang="en">R in (0, +infinity) [-]. Length to height ratio of RVE.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @specific_weight

Namespace | No namespace
Annotations |
    gamma in [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma in [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @thermal_expansion_coefficient_x

Namespace | No namespace
Annotations |
    alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.
    alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_x" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_x in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy x.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_x in [0, +infinity) [1/K]. Coefficient of thermal expansion in the x-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_orthotropic_membrane_nonlinear_elastic_surface / @thermal_expansion_coefficient_y

Namespace | No namespace
Annotations |
    alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.
    alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | material_orthotropic_membrane_nonlinear_elastic_surface
Source |
    <xs:attribute name="thermal_expansion_coefficient_y" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">alfa_y in [0, +infinity) [1/K]. Součinitel teplotní roztažnosti ve směru osy y.</xs:documentation>
        <xs:documentation xml:lang="en">alfa_y in [0, +infinity) [1/K]. Coefficient of thermal expansion in the y-axis direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_visco_elastic_standard_linear_solid / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_visco_elastic_standard_linear_solid
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_visco_elastic_generalized_maxwell_chain / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_visco_elastic_generalized_maxwell_chain
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute material_isotropic_visco_elastic_generalized_kelvin_chain / @only_linear_elastic

Namespace | No namespace
Annotations |
    Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.
    Solve the material nonlinearity only linearly?: false = no, true = yes.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | material_isotropic_visco_elastic_generalized_kelvin_chain
Source |
    <xs:attribute name="only_linear_elastic" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Řešit materiálovou nelinearitu pouze lineárně?: false = ne, true = ano.</xs:documentation>
        <xs:documentation xml:lang="en">Solve the material nonlinearity only linearly?: false = no, true = yes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute curve_creep / @number_chain_elements

Namespace | No namespace
Annotations |
    Defaultní hodnota 7
    Default value 7
Type | xs:unsignedInt
Properties |
use | optional
Used by |
Complex Type | curve_creep
Source |
    <xs:attribute name="number_chain_elements" type="xs:unsignedInt" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Defaultní hodnota 7</xs:documentation>
        <xs:documentation xml:lang="en">Default value 7</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_properties / @eta

Namespace | No namespace
Annotations |
    Viskozita tekutiny uvnitř pístu. Parametr in (0;+infinity) [Pa.s]
Type | array_of_double
Properties |
use | required
Used by |
Attribute Group | viscoelastic_properties
Source |
    <xs:attribute name="eta" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Viskozita tekutiny uvnitř pístu. Parametr in (0;+infinity) [Pa.s]</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_properties / @e_modulus_viscosity

Namespace | No namespace
Annotations |
    Tuhost pružiny, která je paralelně s pístem. Parametr in (0;+infinity) [Pa]
Type | array_of_double
Properties |
use | required
Used by |
Attribute Group | viscoelastic_properties
Source |
    <xs:attribute name="e_modulus_viscosity" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tuhost pružiny, která je paralelně s pístem. Parametr in (0;+infinity) [Pa]</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute viscoelastic_properties / @e_modulus_one

Namespace | No namespace
Annotations |
    Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. Parametr in (0;+infinity) [Pa]. Pokud není uvedem bere se E modul se základní definice materiálu.
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Attribute Group | viscoelastic_properties
Source |
    <xs:attribute name="e_modulus_one" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relaxation modulus of visco-elasticity in infinity. Tuhost poslední osamocené pružiny. Obvykle se plní běžný modul pružnosti. Parametr in (0;+infinity) [Pa]. Pokud není uvedem bere se E modul se základní definice materiálu.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute curve_relaxation / @number_chain_elements

Namespace | No namespace
Annotations |
    Defaultní hodnota 7
    Default value 7
Type | xs:unsignedInt
Properties |
use | optional
Used by |
Complex Type | curve_relaxation
Source |
    <xs:attribute name="number_chain_elements" type="xs:unsignedInt" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Defaultní hodnota 7</xs:documentation>
        <xs:documentation xml:lang="en">Default value 7</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute thermal_material_reference / @ref

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | thermal_material_reference
Source |
    <xs:attribute name="ref" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute thermal_material_reference / @temperature

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | thermal_material_reference
Source |
    <xs:attribute name="temperature" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute tension_stiffening_quast / @calculational_crack_strain

Namespace | No namespace
Annotations |
    real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).
    real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | tension_stiffening_quast
Source |
    <xs:attribute name="calculational_crack_strain" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).</xs:documentation>
        <xs:documentation xml:lang="en">real(8) eps_ct_R in (0, +infinity) [-]. Calculational crack strain for pure tension. Only for QUAST. eps_ct_R = eps_c1 / nu_faktor).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute tension_stiffening_quast / @exponent_parabola

Namespace | No namespace
Annotations |
    real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).
    real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | tension_stiffening_quast
Source |
    <xs:attribute name="exponent_parabola" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).</xs:documentation>
        <xs:documentation xml:lang="en">real(8) in (0, +infinity) [-]. Exponent for general parabola (for Equation 2.1).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_to_line_group / @ref

Namespace | No namespace
Annotations |
    Číslo integrovaného 1d objektu.
    Number of intergated 1d object.
Type | reference
Properties |
use | required
Used by |
Complex Type | integrate_line_to_line
Source |
    <xs:attribute name="ref" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Číslo integrovaného 1d objektu.</xs:documentation>
        <xs:documentation xml:lang="en">Number of intergated 1d object.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_to_line / @ref

Namespace | No namespace
Annotations |
    Číslo integrovaného 1d objektu.
    Number of intergated 1d object.
Type | reference
Properties |
use | required
Source |
    <xs:attribute name="ref" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Číslo integrovaného 1d objektu.</xs:documentation>
        <xs:documentation xml:lang="en">Number of intergated 1d object.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | line_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_base / @nodes_on_line

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | line_base
Source |
    <xs:attribute name="nodes_on_line" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_base / @integrated_nodes_independent

Namespace | No namespace
Annotations |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
Type | references
Properties |
use | optional
Used by |
Complex Type | line_base
Source |
    <xs:attribute name="integrated_nodes_independent" type="references" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Integrace je možná pouze pro linie, které jsou membery.</xs:documentation>
        <xs:documentation xml:lang="en">Integrace is possible only for lines that are members.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_base / @integrated_lines_independent

Namespace | No namespace
Annotations |
    Integrace je možná pouze pro linie, které jsou membery.
    Integrace is possible only for lines that are members.
Type | references
Properties |
use | optional
Used by |
Complex Type | line_base
Source |
    <xs:attribute name="integrated_lines_independent" type="references" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Integrace je možná pouze pro linie, které jsou membery.</xs:documentation>
        <xs:documentation xml:lang="en">Integrace is possible only for lines that are members.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_base / @persistent

Namespace | No namespace
Annotations |
    Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)
    The given line will be divided even if it is not part of any finite element. (primarily for MVL)
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | line_base
Source |
    <xs:attribute name="persistent" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Daná linie bude nadělena, i když nebude součástí žádného konečného prvku. (primárně pro MVL)</xs:documentation>
        <xs:documentation xml:lang="en">The given line will be divided even if it is not part of any finite element. (primarily for MVL)</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_position / @position

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | integrate_line_position
Source |
    <xs:attribute name="position" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_node / @node

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | integrate_line_node
Source |
    <xs:attribute name="node" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_continue / @entity

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | integrate_line_continue
Source |
    <xs:attribute name="entity" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute duplicate_line / @original

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | duplicate_line
Source |
    <xs:attribute name="original" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute duplicate_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | duplicate_line
Source |
    <xs:attribute name="definition_nodes" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute single_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | single_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute poly_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | poly_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute arc_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | arc_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute circle_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | circle_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute conical_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | conical_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute conical_line / @line_type

Namespace | No namespace
Type | line_type
Properties |
use | required
Facets |
enumeration | ELLIPSE |
enumeration | PARABOLA |
enumeration | HYPERBOLA |
enumeration | SPLINE |
Used by |
Complex Type | conical_line
Source |
    <xs:attribute name="line_type" type="line_type" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute conical_line / @parameters

Namespace | No namespace
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | conical_line
Source |
    <xs:attribute name="parameters" type="array_of_double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute conical_line / @constants

Namespace | No namespace
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | conical_line
Source |
    <xs:attribute name="constants" type="array_of_double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute control_point_nurbs / @weight

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | control_point_nurbs
Source |
    <xs:attribute name="weight" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute nurbs_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | nurbs_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute nurbs_line / @degree

Namespace | No namespace
Annotations |
    Stupeň křivky.
    Degree curve.
Type | reference
Properties |
use | required
Used by |
Complex Type | nurbs_line
Source |
    <xs:attribute name="degree" type="reference" use="required">
      <!--TODO  [Michal] neměl by to být double?-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Stupeň křivky.</xs:documentation>
        <xs:documentation xml:lang="en">Degree curve.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute nurbs_line / @knot

Namespace | No namespace
Annotations |
    Uzlový vektor.
    Knot vector.
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | nurbs_line
Source |
    <xs:attribute name="knot" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uzlový vektor.</xs:documentation>
        <xs:documentation xml:lang="en">Knot vector.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute nurbs_line / @definition_node_weights

Namespace | No namespace
Annotations |
    Váhy definičních uzlů.
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | nurbs_line
Source |
    <xs:attribute name="definition_node_weights" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Váhy definičních uzlů.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spline_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | spline_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute local_cubic_spline_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | local_cubic_spline_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute bezier_spline_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | bezier_spline_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute B_spline_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | B_spline_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute B_spline_line / @degree

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | B_spline_line
Source |
    <xs:attribute name="degree" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute on_surface_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | on_surface_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute on_surface_line / @on_surface

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | on_surface_line
Source |
    <xs:attribute name="on_surface" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute on_surface_line / @parametric_coordinate_start

Namespace | No namespace
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | on_surface_line
Source |
    <xs:attribute name="parametric_coordinate_start" type="array_of_double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute on_surface_line / @parametric_coordinate_end

Namespace | No namespace
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | on_surface_line
Source |
    <xs:attribute name="parametric_coordinate_end" type="array_of_double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute traject_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | traject_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute traject_line / @angle_rotation

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | traject_line
Source |
    <xs:attribute name="angle_rotation" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute traject_line / @definition_trajectory

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | traject_line
Source |
    <xs:attribute name="definition_trajectory" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute inter_section_line / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | inter_section_line
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute inter_section_line / @surfaces

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | inter_section_line
Source |
    <xs:attribute name="surfaces" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute inter_section_line / @accuracy_penetration

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | inter_section_line
Source |
    <xs:attribute name="accuracy_penetration" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cut_line / @surfaces

Namespace | No namespace
Annotations |
    Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.
Type | references
Properties |
use | optional
Used by |
Complex Type | cut_line
Source |
    <xs:attribute name="surfaces" type="references" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na plochy pomocí ID vygenerované pomocí genexu. Omezující řezovou linii(prunik def roviny s temito plochami)=> linie řezová.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cut_line / @cut_type

Namespace | No namespace
Type | cut_line_types
Properties |
content | simple
Facets |
enumeration | GEODESIC |
enumeration | SECTION |
Used by |
Complex Type | cut_line
Source |
    <xs:attribute name="cut_type" type="cut_line_types">
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cut_via_section / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | cut_via_section
Source |
    <xs:attribute name="definition_nodes" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cut_via_two_lines / @lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | cut_via_two_lines
Source |
    <xs:attribute name="lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute welding_line / @cutting_pattern_allowance_at_cutting_line

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | welding_line
Source |
    <xs:attribute name="cutting_pattern_allowance_at_cutting_line" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute welding_line / @alignment_type

Namespace | No namespace
Type | welding_line_types
Properties |
content | simple
Facets |
enumeration | HALF_OF_WELD_ALLOWANCE_TO_NEIGBOURDING_PATTERN |
enumeration | WELD_ALLOWANCE_TO_LEFT_PATTERN |
enumeration | WELD_ALLOWANCE_TO_RIGHT_PATTERN |
Used by |
Complex Type | welding_line
Source |
    <xs:attribute name="alignment_type" type="welding_line_types">
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute boundary_line / @cutting_patterns_allowance_at_cutting_line

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | boundary_line
Source |
    <xs:attribute name="cutting_patterns_allowance_at_cutting_line" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute parallel / @width

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | parallel
Source |
    <xs:attribute name="width" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute parallel / @tolerance

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | parallel
Source |
    <xs:attribute name="tolerance" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute according_guideline / @width

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | according_guideline
Source |
    <xs:attribute name="width" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute according_guideline / @tolerance

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | according_guideline
Source |
    <xs:attribute name="tolerance" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute according_guideline / @line

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | according_guideline
Source |
    <xs:attribute name="line" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotated / @width

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | rotated
Source |
    <xs:attribute name="width" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotated / @tolerance

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | rotated
Source |
    <xs:attribute name="tolerance" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute rotated / @preserve_same_angle_between_cutting_lines

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | rotated
Source |
    <xs:attribute name="preserve_same_angle_between_cutting_lines" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_pattern_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | cutting_pattern_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_pattern_base / @analysis

Namespace | No namespace
Type | id
Properties |
content | simple
Facets |
minInclusive | 1 |
Used by |
Complex Type | cutting_pattern_base
Source |
    <xs:attribute name="analysis" type="id"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_patterns_group_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | cutting_patterns_group_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_patterns_group_base / @guid

Namespace | No namespace
Type | xs:string
Properties |
use | required
Used by |
Complex Type | cutting_patterns_group_base
Source |
    <xs:attribute name="guid" type="xs:string" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_patterns_group_base / @analysis

Namespace | No namespace
Type | id
Properties |
content | simple
Facets |
minInclusive | 1 |
Used by |
Complex Type | cutting_patterns_group_base
Source |
    <xs:attribute name="analysis" type="id"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_base / @additional_rotation

Namespace | No namespace
Annotations |
    Aditivní natočení os plochy kolem lokální osy z [rad].
    Additional rotation axes surface around the local z-axis [rad].
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | axes_rotation_base
Source |
    <xs:attribute name="additional_rotation" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Aditivní natočení os plochy kolem lokální osy z [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Additional rotation axes surface around the local z-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_pattern_I / @lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | cutting_pattern_I
Source |
    <xs:attribute name="lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute cutting_pattern_I / @surfaces

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | cutting_pattern_I
Source |
    <xs:attribute name="surfaces" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute optimized_cutting_pattern_II / @line

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | optimized_cutting_pattern_II
Source |
    <xs:attribute name="line" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_section_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | member_section_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_sections / @member_section_cross_section

Namespace | No namespace
Annotations |
    Dočastné řešení pro změnu nastavení výpočtu průřezu.
Type | member_section_cross_section_setting
Properties |
use | optional
Facets |
enumeration | OBK |
enumeration | SACS |
Used by |
Complex Type | member_sections
Source |
    <xs:attribute name="member_section_cross_section" type="member_section_cross_section_setting" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Dočastné řešení pro změnu nastavení výpočtu průřezu.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_sections / @fiber

Namespace | No namespace
Annotations |
    Explicitní nastavení volání fiberu v OBK.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | member_sections
Source |
    <xs:attribute name="fiber" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Explicitní nastavení volání fiberu v OBK.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @normal

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="normal" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @shear_u

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="shear_u" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @shear_v

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="shear_v" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @torsion

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="torsion" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @bending_u

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="bending_u" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @bending_v

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="bending_v" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_plastic_code_values / @moments_of_bending_ratio

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_plastic_code_values
Source |
    <xs:attribute name="moments_of_bending_ratio" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @omegax_omega

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="omegax_omega" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @psi_omega

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="psi_omega" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @omegax_u

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="omegax_u" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @psi_u

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="psi_u" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @omegax_v

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="omegax_v" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @psi_v

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="psi_v" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @omegax_1

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="omegax_1" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / taper_parameters / @psi_1

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Element | part_section/taper_parameters
Source |
    <xs:attribute name="psi_1" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / @id

Namespace | No namespace
Annotations |
    Identifikátor části.
    ID of the part.
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | part_section
Source |
    <xs:attribute name="id" type="id" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Identifikátor části.</xs:documentation>
        <xs:documentation xml:lang="en">ID of the part.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / @distance_start

Namespace | No namespace
Annotations |
    Pozice, ve které část začíná.
    Position where part starts.
Type | relative
Properties |
use | optional
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | part_section
Source |
    <xs:attribute name="distance_start" type="relative" use="optional">
      <!--Požadavek na optional od Franty a Tomáše-->
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
        <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / @distance_end

Namespace | No namespace
Annotations |
    Pozice, ve které část končí.
    Position where part ends.
Type | relative
Properties |
use | required
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | part_section
Source |
    <xs:attribute name="distance_end" type="relative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pozice, ve které část končí.</xs:documentation>
        <xs:documentation xml:lang="en">Position where part ends.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / @section_start

Namespace | No namespace
Annotations |
    Reference na průřez na začátku části.
    Reference to the section at start of the part.
Type | reference
Properties |
use | required
Used by |
Complex Type | part_section
Source |
    <xs:attribute name="section_start" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez na začátku části.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section at start of the part.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_section / @section_end

Namespace | No namespace
Annotations |
    Reference na průřez na konci části.
    Reference to the section at end of the part.
Type | reference
Properties |
use | required
Used by |
Complex Type | part_section
Source |
    <xs:attribute name="section_end" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez na konci části.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section at end of the part.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="material" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @shear_deactivation

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="shear_deactivation" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @axial_area

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="axial_area" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @area_shear_u

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="area_shear_u" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @area_shear_v

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="area_shear_v" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @moment_of_inertia_torsion

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="moment_of_inertia_torsion" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @moment_of_bending_u

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="moment_of_bending_u" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @moment_of_bending_v

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="moment_of_bending_v" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @warping_constant

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="warping_constant" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @depth_for_temperature_load

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="depth_for_temperature_load" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @width_for_temperature_load

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="width_for_temperature_load" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @inclination_of_main_axes

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="inclination_of_main_axes" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @shear_center_distance_u

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="shear_center_distance_u" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @shear_center_distance_v

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="shear_center_distance_v" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @warping_beta_u

Namespace | No namespace
Annotations |
    1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].
    1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="warping_beta_u" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">1/Iu *∫v(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @warping_beta_v

Namespace | No namespace
Annotations |
    1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].
    1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="warping_beta_v" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">1/Iv *∫u(u^2+v^2)dA.(-infinity, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @warping_beta_omega

Namespace | No namespace
Annotations |
    1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].
    1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="warping_beta_omega" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].</xs:documentation>
        <xs:documentation xml:lang="en">1/Iω *∫ω(u^2+v^2)dA.(-infinity, +infinity) [-].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @secondary_torsional_constant

Namespace | No namespace
Annotations |
    I_t,s. Potřeba znát u uzavřených průřezů pro výpočet deplanace.
    I_t,s. Need to know for closed cross-sections to calculate deplanation.
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="secondary_torsional_constant" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">I_t,s. Potřeba znát u uzavřených průřezů pro výpočet deplanace.</xs:documentation>
        <xs:documentation xml:lang="en">I_t,s. Need to know for closed cross-sections to calculate deplanation.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @area_for_self_weight

Namespace | No namespace
Annotations |
    Plocha pro výpočet vlastní tíhy. A v (0, +infinity) [m^2].
    Area for self weight calculation. A in (0, +infinity) [m^2].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="area_for_self_weight" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v (0, +infinity) [m^2].</xs:documentation>
        <xs:documentation xml:lang="en">Area for self weight calculation. A in (0, +infinity) [m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_properties / @rotation

Namespace | No namespace
Annotations |
    Rotace průřezu okolo osy X [rad].
    Section rotation around X-axis [rad].
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_properties
Source |
    <xs:attribute name="rotation" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Rotace průřezu okolo osy X [rad].</xs:documentation>
        <xs:documentation xml:lang="en">Section rotation around X-axis [rad].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d11

Namespace | No namespace
Annotations |
    d11 = E * A = elasticity_modulus * axial_area. In (0, +infinity). Unit [N].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d11" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d11 = E * A = elasticity_modulus * axial_area. In (0, +infinity). Unit [N].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d22

Namespace | No namespace
Annotations |
    d22 = G * A_u = shear_modulus * area_shear_y => V_u. In (0, +infinity). Unit [N].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d22" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d22 = G * A_u = shear_modulus * area_shear_y => V_u. In (0, +infinity). Unit [N].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d33

Namespace | No namespace
Annotations |
    d33 = G * A_v = shear_modulus * area_shear_z => V_v. In (0, +infinity). Unit [N].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d33" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d33 = G * A_v = shear_modulus * area_shear_z => V_v. In (0, +infinity). Unit [N].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d44

Namespace | No namespace
Annotations |
    d44 = G * I_t = shear_modulus * moment_of_inertia_torsion => M_t. In (0, +infinity). Unit [N.m^2].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d44" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d44 = G * I_t = shear_modulus * moment_of_inertia_torsion => M_t. In (0, +infinity). Unit [N.m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d55

Namespace | No namespace
Annotations |
    d55 = E * I_u = elasticity_modulus * moment_of_bending_u => M_u. In (0, +infinity). Unit [N.m^2].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d55" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d55 = E * I_u = elasticity_modulus * moment_of_bending_u => M_u. In (0, +infinity). Unit [N.m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @d66

Namespace | No namespace
Annotations |
    d66 = E * I_v = elasticity_modulus * moment_of_bending_v => M_v. In (0, +infinity). Unit [N.m^2].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="d66" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="en">d66 = E * I_v = elasticity_modulus * moment_of_bending_v => M_v. In (0, +infinity). Unit [N.m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix_type / @inclination_of_main_axes

Namespace | No namespace
Annotations |
    Úhel natočení průřezu měřený od uživatelských os k hlavním osám. Alfa in [0, +infinity). Unit [rad].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | member_stiffness_matrix_type
Source |
    <xs:attribute name="inclination_of_main_axes" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Úhel natočení průřezu měřený od uživatelských os k hlavním osám. Alfa in [0, +infinity). Unit [rad].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="material" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @axial_area

Namespace | No namespace
Annotations |
    Axial area for self weight calculation. A in [0, +infinity). Unit [m^2].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="axial_area" type="double_non_negative" use="required">
      <!--TODO Michal Zrušit jak nebude používané nahrazeno area_for_self_weight-->
      <xs:annotation>
        <xs:documentation xml:lang="en">Axial area for self weight calculation. A in [0, +infinity). Unit [m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @area_for_self_weight

Namespace | No namespace
Annotations |
    Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].
    Area for self weight calculation. A in [0, +infinity) [m^2].
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="area_for_self_weight" type="double_non_negative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].</xs:documentation>
        <xs:documentation xml:lang="en">Area for self weight calculation. A in [0, +infinity) [m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @depth_for_temperature_load

Namespace | No namespace
Annotations |
    d in (0, +infinity) [m].
    d in (0, +infinity) [m].
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="depth_for_temperature_load" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d in (0, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">d in (0, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_stiffness_matrix / @width_for_temperature_load

Namespace | No namespace
Annotations |
    b in (0, +infinity) [m].
    b in (0, +infinity) [m].
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_stiffness_matrix
Source |
    <xs:attribute name="width_for_temperature_load" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">b in (0, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">b in (0, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute opening_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | opening_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_geometry_definition_base / @definition_lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | surface_geometry_definition_base
Source |
    <xs:attribute name="definition_lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_geometry_definition_base / @reverse_lines

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_geometry_definition_base
Source |
    <xs:attribute name="reverse_lines" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_hinge_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | line_hinge_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_hinge_base / @lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | line_hinge_base
Source |
    <xs:attribute name="lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_hinge_base / @release_type

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | line_hinge_base
Source |
    <xs:attribute name="release_type" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute intersection_definition_nodes_lines / @nodes_lines

Namespace | No namespace
Type | array_of_integer
Properties |
use | required
Used by |
Complex Type | intersection_definition_nodes_lines
Source |
    <xs:attribute name="nodes_lines" type="array_of_integer" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_nodes

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_nodes" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_lines

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_lines" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_openings

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_openings" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_surfaces

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_surfaces" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_nodes_independent

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_nodes_independent" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_lines_independent

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_lines_independent" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_base / @integrated_surfaces_independent

Namespace | No namespace
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_base
Source |
    <xs:attribute name="integrated_surfaces_independent" type="references" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute initial_strain_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | initial_strain_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute initial_strain_base / @eps_x

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | initial_strain_base
Source |
    <xs:attribute name="eps_x" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute initial_strain_base / @kappa_y

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | initial_strain_base
Source |
    <xs:attribute name="kappa_y" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute initial_strain_base / @kappa_z

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | initial_strain_base
Source |
    <xs:attribute name="kappa_z" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_object_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | physical_object_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_object_base / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | physical_object_base
Source |
    <xs:attribute name="material" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_object_base / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | physical_object_base
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_object_base / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | physical_object_base
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_object_base / @initial_strain

Namespace | No namespace
Annotations |
    TODO REMOVE.
    TODO REMOVE.
Type | reference
Properties |
use | optional
Used by |
Complex Type | physical_object_base
Source |
    <xs:attribute name="initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">TODO REMOVE.</xs:documentation>
        <xs:documentation xml:lang="en">TODO REMOVE.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_node / @nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | physical_node
Source |
    <xs:attribute name="nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_node / @diameter

Namespace | No namespace
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | physical_node
Source |
    <xs:attribute name="diameter" type="double_positive" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_node / @area

Namespace | No namespace
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | physical_node
Source |
    <xs:attribute name="area" type="double_positive" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_line / @lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | physical_line
Source |
    <xs:attribute name="lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_line / @thickness

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | physical_line
Source |
    <xs:attribute name="thickness" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute physical_surface / @surfaces

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | physical_surface
Source |
    <xs:attribute name="surfaces" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @shear_deactivation

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="shear_deactivation" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @phase_section

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="phase_section" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @user_delta

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="user_delta" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @shear_eccentricity_deactivation

Namespace | No namespace
Annotations |
    Uvažovat vzdálenost středu smyku.
    Consider the shear center distance.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="shear_eccentricity_deactivation" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uvažovat vzdálenost středu smyku.</xs:documentation>
        <xs:documentation xml:lang="en">Consider the shear center distance.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @depth_for_temperature_load

Namespace | No namespace
Annotations |
    d in (0, +infinity) [m].
    d in (0, +infinity) [m].
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="depth_for_temperature_load" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">d in (0, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">d in (0, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_section_geometry / @width_for_temperature_load

Namespace | No namespace
Annotations |
    b in (0, +infinity) [m].
    b in (0, +infinity) [m].
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_section_geometry
Source |
    <xs:attribute name="width_for_temperature_load" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">b in (0, +infinity) [m].</xs:documentation>
        <xs:documentation xml:lang="en">b in (0, +infinity) [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_base / @rigid

Namespace | No namespace
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | spring_base
Source |
    <xs:attribute name="rigid" type="xs:boolean" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_base / @value

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | spring_base
Source |
    <xs:attribute name="value" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_hinge_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_hinge_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_hinge_type / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | member_hinge_type
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_eccentricity_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_eccentricity_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_eccentricity_base / @member_hinge_eccentricity

Namespace | No namespace
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_eccentricity_base
Source |
    <xs:attribute name="member_hinge_eccentricity" type="xs:boolean"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @id

Namespace | No namespace
Annotations |
    Identifikátor části s excentricitami.
    ID of the part with eccentricities.
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="id" type="id" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Identifikátor části s excentricitami.</xs:documentation>
        <xs:documentation xml:lang="en">ID of the part with eccentricities.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @distance_start

Namespace | No namespace
Annotations |
    Pozice, ve které část začíná.
    Position where part starts.
Type | relative
Properties |
use | required
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="distance_start" type="relative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
        <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @distance_end

Namespace | No namespace
Annotations |
    Pozice, ve které část začíná.
    Position where part starts.
Type | relative
Properties |
use | required
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="distance_end" type="relative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pozice, ve které část začíná.</xs:documentation>
        <xs:documentation xml:lang="en">Position where part starts.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @x_0

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru X na začátku části [m].
    Real vaule of eccentricity in X direction at start of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="x_0" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru X na začátku části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in X direction at start of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @y_0

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru Y na začátku části [m].
    Real vaule of eccentricity in Y direction at start of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="y_0" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Y na začátku části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in Y direction at start of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @z_0

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru Z na začátku části [m].
    Real vaule of eccentricity in Z direction at start of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="z_0" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Z na začátku části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in Z direction at start of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @x_1

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru X na konci části [m].
    Real vaule of eccentricity in X direction at end of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="x_1" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru X na konci části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in X direction at end of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @y_1

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru Y na konci části [m].
    Real vaule of eccentricity in Y direction at end of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="y_1" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Y na konci části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in Y direction at end of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute part_eccentricity / @z_1

Namespace | No namespace
Annotations |
    Reálná hodnota excentricity ve směru Z na konci části [m].
    Real vaule of eccentricity in Z direction at end of the part [m].
Type | xs:double
Properties |
use | required
Used by |
Complex Type | part_eccentricity
Source |
    <xs:attribute name="z_1" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reálná hodnota excentricity ve směru Z na konci části [m].</xs:documentation>
        <xs:documentation xml:lang="en">Real vaule of eccentricity in Z direction at end of the part [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_subsoil_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_subsoil_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_subsoil_type / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | member_subsoil_type
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_subsoil_type / @reduction_of_winkler_rotation

Namespace | No namespace
Annotations |
    Procento logaritmu, t.j. 0 = bez redukce, 100 = plna redukce.
    Percentage of the logarithm, i.e. 0 = no reduction, 100 = full reduction.
Type | integer_percentage
Properties |
content | simple
Facets |
maxInclusive | 100 |
minInclusive | 0 |
Used by |
Complex Type | member_subsoil_type
Source |
    <xs:attribute name="reduction_of_winkler_rotation" type="integer_percentage">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Procento logaritmu, t.j. 0 = bez redukce, 100 = plna redukce.</xs:documentation>
        <xs:documentation xml:lang="en">Percentage of the logarithm, i.e. 0 = no reduction, 100 = full reduction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_support_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | line_support_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_support_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | line_support_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_support_base / @lines

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | line_support_base
Source |
    <xs:attribute name="lines" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_subsoil_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_subsoil_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_subsoil_type / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | surface_subsoil_type
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_inefficacy_definition_friction_in_plane_xy / @coefficient

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | spring_inefficacy_definition_friction_in_plane_xy
Source |
    <xs:attribute name="coefficient" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute spring_inefficacy_yielding_from_contact_stress / @stress

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | spring_inefficacy_yielding_from_contact_stress
Source |
    <xs:attribute name="stress" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_support_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_support_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_support_type / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | surface_support_type
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_support_type / @surfaces

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | surface_support_type
Source |
    <xs:attribute name="surfaces" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute warping_support_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | warping_support_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute warping_support_type / @distance

Namespace | No namespace
Annotations |
    Relativní vzdálenost od začátku prutu.
    Relative distance from the start of the member.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | warping_support_type
Source |
    <xs:attribute name="distance" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relativní vzdálenost od začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Relative distance from the start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute warping_support_type / @rigid

Namespace | No namespace
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | warping_support_type
Source |
    <xs:attribute name="rigid" type="xs:boolean" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute warping_support_type / @value

Namespace | No namespace
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | warping_support_type
Source |
    <xs:attribute name="value" type="xs:double"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_warping_connection / @members

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | member_warping_connection
Source |
    <xs:attribute name="members" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_warping_connections / @set_default_as_free

Namespace | No namespace
Annotations |
    Nastaví výchozí spojení na koncích membrů jako volné ve warpingu. (default = FALSE) Ovlivňuje pouze konce bez kloubů.
    Sets default warping connections at the ends of the members as free. (default = FALSE) Affects only ends without hinges.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_warping_connections
Source |
    <xs:attribute name="set_default_as_free" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nastaví výchozí spojení na koncích membrů jako volné ve warpingu. (default = FALSE) Ovlivňuje pouze konce bez kloubů.</xs:documentation>
        <xs:documentation xml:lang="en">Sets default warping connections at the ends of the members as free. (default = FALSE) Affects only ends without hinges.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_warping_connections / @set_default_at_hinges_as_free

Namespace | No namespace
Annotations |
    Nastaví výchozí spojení v kloubech membrů jako volné ve warpingu. (default = FALSE)
    Sets default warping connections at member hinges as free. (default = FALSE)
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_warping_connections
Source |
    <xs:attribute name="set_default_at_hinges_as_free" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nastaví výchozí spojení v kloubech membrů jako volné ve warpingu. (default = FALSE)</xs:documentation>
        <xs:documentation xml:lang="en">Sets default warping connections at member hinges as free. (default = FALSE)</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_to_line_group / @tendon_members

Namespace | No namespace
Annotations |
    Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.
Type | references
Properties |
use | required
Used by |
Complex Type | member_set_tendon
Source |
    <xs:attribute name="tendon_members" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute integrate_line_to_line_group / @macros

Namespace | No namespace
Annotations |
    Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.
Type | references
Properties |
use | required
Used by |
Complex Type | member_set_tendon
Source |
    <xs:attribute name="macros" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_set_tendon / @macros

Namespace | No namespace
Annotations |
    Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.
Type | references
Properties |
use | required
Source |
    <xs:attribute name="macros" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla 1d/2d/3d maker do kterých se tendon integruje. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Numbers of 1d/2d/3d macros into which the tendon integrates. The order must be correctly specified and they must follow each other.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_set_tendon / @tendon_members

Namespace | No namespace
Annotations |
    Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.
    Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.
Type | references
Properties |
use | required
Source |
    <xs:attribute name="tendon_members" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Čísla 1d membrů reprezentujících tendon. Musí být správně zadáno pořadí a musí na sebe navazovat.</xs:documentation>
        <xs:documentation xml:lang="en">Numbers of 1d members representing tendon. The order must be correctly specified and they must follow each other.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_nonlinearity_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_tearing / @n_c

Namespace | No namespace
Type | double_non_positive
Properties |
use | required
Facets |
maxInclusive | 0 |
Used by |
Complex Type | member_nonlinearity_tearing
Source |
    <xs:attribute name="n_c" type="double_non_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_tearing / @n_t

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_nonlinearity_tearing
Source |
    <xs:attribute name="n_t" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_yielding / @n_c

Namespace | No namespace
Type | double_negative
Properties |
use | required
Facets |
maxExclusive | 0 |
Used by |
Complex Type | member_nonlinearity_yielding
Source |
    <xs:attribute name="n_c" type="double_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_yielding / @n_t

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_nonlinearity_yielding
Source |
    <xs:attribute name="n_t" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_slippage / @u_c

Namespace | No namespace
Type | double_negative
Properties |
use | required
Facets |
maxExclusive | 0 |
Used by |
Complex Type | member_nonlinearity_slippage
Source |
    <xs:attribute name="u_c" type="double_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_nonlinearity_slippage / @u_t

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | member_nonlinearity_slippage
Source |
    <xs:attribute name="u_t" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_axes_direction_vectors / @axis

Namespace | No namespace
Type | axis_yz
Properties |
use | required
Facets |
enumeration | Y |
enumeration | Z |
Used by |
Complex Type | line_axes_direction_vectors
Source |
    <xs:attribute name="axis" type="axis_yz" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_axes_direction_vectors / @x_rotation

Namespace | No namespace
Annotations |
    Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.
    Total rotation around local x axis between start and end vector.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | line_axes_direction_vectors
Source |
    <xs:attribute name="x_rotation" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Celkové natočení kolem lokální osy x mezi počátečním a koncovým vektorem.</xs:documentation>
        <xs:documentation xml:lang="en">Total rotation around local x axis between start and end vector.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | member_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | member_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_base / @line

Namespace | No namespace
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_base
Source |
    <xs:attribute name="line" type="reference"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute members / @consider_stress_stiffness_for_rigid_members

Namespace | No namespace
Annotations |
    Zohlednění geometrické tuhosti pro tuhé pruty.
    Consideration of stress stiffness for rigid members.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | members
Source |
    <xs:attribute name="consider_stress_stiffness_for_rigid_members" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zohlednění geometrické tuhosti pro tuhé pruty.</xs:documentation>
        <xs:documentation xml:lang="en">Consideration of stress stiffness for rigid members.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute segment_type / @start_node

Namespace | No namespace
Annotations |
    Číslo uzlu, ve kterém začíná segment
    Number of the node where segment starts.
Type | reference
Properties |
use | required
Used by |
Complex Type | segment_type
Source |
    <xs:attribute name="start_node" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Číslo uzlu, ve kterém začíná segment</xs:documentation>
        <xs:documentation xml:lang="en">Number of the node where segment starts.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute segment_type / @end_node

Namespace | No namespace
Annotations |
    Číslo uzlu, ve kterém končí segment
    Number of the node where segment ends.
Type | reference
Properties |
use | required
Used by |
Complex Type | segment_type
Source |
    <xs:attribute name="end_node" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Číslo uzlu, ve kterém končí segment</xs:documentation>
        <xs:documentation xml:lang="en">Number of the node where segment ends.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute segment_type / @distance_start

Namespace | No namespace
Annotations |
    Relativní pozice, ve které začíná segment
    Relative position where segment starts.
Type | relative
Properties |
content | simple
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | segment_type
Source |
    <xs:attribute name="distance_start" type="relative">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relativní pozice, ve které začíná segment</xs:documentation>
        <xs:documentation xml:lang="en">Relative position where segment starts.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute segment_type / @distance_end

Namespace | No namespace
Annotations |
    Relativní pozice, ve které končí segment
    Relative position where segment ends.
Type | relative
Properties |
use | required
Facets |
maxInclusive | 1 |
minInclusive | 0 |
Used by |
Complex Type | segment_type
Source |
    <xs:attribute name="distance_end" type="relative" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Relativní pozice, ve které končí segment</xs:documentation>
        <xs:documentation xml:lang="en">Relative position where segment ends.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute segment_type / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
content | simple
Used by |
Complex Type | segment_type
Source |
    <xs:attribute name="section" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_on_member / @node_id

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | node_on_member
Source |
    <xs:attribute name="node_id" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_on_member / @distance_on_line

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | node_on_member
Source |
    <xs:attribute name="distance_on_line" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute node_on_member / @type

Namespace | No namespace
Type | distance_type
Properties |
use | required
Facets |
enumeration | % |
enumeration | M |
Used by |
Complex Type | node_on_member
Source |
    <xs:attribute name="type" type="distance_type" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_type / @spikes_section

Namespace | No namespace
Annotations |
    Průřez použitý na růžice.
    Section used on the spikes.
Type | reference
Properties |
use | optional
Used by |
Complex Type | pile_type
Source |
    <xs:attribute name="spikes_section" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Průřez použitý na růžice.</xs:documentation>
        <xs:documentation xml:lang="en">Section used on the spikes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_type / @diameter

Namespace | No namespace
Annotations |
    Průměr piloty.
    Pile diameter.
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | pile_type
Source |
    <xs:attribute name="diameter" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Průměr piloty.</xs:documentation>
        <xs:documentation xml:lang="en">Pile diameter.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_type / @angles_count

Namespace | No namespace
Annotations |
    Počet ůhlů v růžici.
    Count of angles in the rosette.
Type | integer_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | pile_type
Source |
    <xs:attribute name="angles_count" type="integer_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Počet ůhlů v růžici.</xs:documentation>
        <xs:documentation xml:lang="en">Count of angles in the rosette.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_type / @line

Namespace | No namespace
Annotations |
    Reference na linii, na kterou bude napojena růžice.
    Reference to the line to which the rosette is connected.
Type | reference
Properties |
use | optional
Used by |
Complex Type | pile_type
Source |
    <xs:attribute name="line" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na linii, na kterou bude napojena růžice.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the line to which the rosette is connected.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @start_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="start_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @end_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="end_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @member_hinge_eccentricity_start

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @member_hinge_eccentricity_end

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @subsoil

Namespace | No namespace
Annotations |
    Reference na prutovou podporu (podloží prutu).
    Reference to the member support (member subsoil).
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na prutovou podporu (podloží prutu).</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member support (member subsoil).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @nonlinearity

Namespace | No namespace
Annotations |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="nonlinearity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_beam / @result_section

Namespace | No namespace
Annotations |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_beam
Source |
    <xs:attribute name="result_section" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @start_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="start_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @end_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="end_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @member_hinge_eccentricity_start

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @member_hinge_eccentricity_end

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @subsoil

Namespace | No namespace
Annotations |
    Reference na prutovou podporu (podloží prutu).
    Reference to the member support (member subsoil).
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na prutovou podporu (podloží prutu).</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member support (member subsoil).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @nonlinearity

Namespace | No namespace
Annotations |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="nonlinearity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_rigid / @result_section

Namespace | No namespace
Annotations |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_rigid
Source |
    <xs:attribute name="result_section" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_truss
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss / @nonlinearity

Namespace | No namespace
Annotations |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss
Source |
    <xs:attribute name="nonlinearity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss / @result_section

Namespace | No namespace
Annotations |
    Reference na rozdělení výsledků v řezech na prutu.
    Reference to the result distribution in sections along the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss
Source |
    <xs:attribute name="result_section" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na rozdělení výsledků v řezech na prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the result distribution in sections along the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @start_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na začátku prutu.
    Reference to the hinge at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="start_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @end_hinge

Namespace | No namespace
Annotations |
    Reference na kloub na konci prutu.
    Reference to the hinge at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="end_hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na kloub na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the hinge at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @member_hinge_eccentricity_start

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="member_hinge_eccentricity_start" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @member_hinge_eccentricity_end

Namespace | No namespace
Annotations |
    Indikace pro kloub na excentricitě.
    Indication for hinge on eccentricity.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="member_hinge_eccentricity_end" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace pro kloub na excentricitě.</xs:documentation>
        <xs:documentation xml:lang="en">Indication for hinge on eccentricity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_truss_n / @nonlinearity

Namespace | No namespace
Annotations |
    Reference na nelinearitu prutu.
    Reference to the member nonlinearity.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_truss_n
Source |
    <xs:attribute name="nonlinearity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na nelinearitu prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the member nonlinearity.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_tension / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_tension
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_tension / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_tension
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_tension / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_tension
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_compression / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_compression
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_compression / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_compression
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_compression / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_compression
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_buckling / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_buckling
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_buckling / @start_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na začátku prutu.
    Reference to the eccentricity at start of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_buckling
Source |
    <xs:attribute name="start_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na začátku prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at start of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_buckling / @end_eccentricity

Namespace | No namespace
Annotations |
    Reference na excentricitu na konci prutu.
    Reference to the eccentricity at end of the member.
Type | reference
Properties |
content | simple
Used by |
Complex Type | member_type_buckling
Source |
    <xs:attribute name="end_eccentricity" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na excentricitu na konci prutu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the eccentricity at end of the member.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_cable / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_cable
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_cable / @act_in_compresion

Namespace | No namespace
Annotations |
    Nepovinný atribut, určující zda lano působí v tlaku.
    Optional attribute to specify whether the cable act in compresion.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | member_type_cable
Source |
    <xs:attribute name="act_in_compresion" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda lano působí v tlaku.</xs:documentation>
        <xs:documentation xml:lang="en">Optional attribute to specify whether the cable act in compresion.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_cable_on_pulley_old / @section

Namespace | No namespace
Annotations |
    Reference na průřez.
    Reference to the section.
Type | reference
Properties |
use | required
Used by |
Complex Type | member_type_cable_on_pulley_old
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Reference na průřez.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to the section.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_spring / @specific_weight

Namespace | No namespace
Annotations |
    gamma v [0, +infinity) [N/m^3]. Objemová tíha.
    gamma in [0, +infinity) [N/m^3]. Specific weight.
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_type_spring
Source |
    <xs:attribute name="specific_weight" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">gamma v [0, +infinity) [N/m^3]. Objemová tíha.</xs:documentation>
        <xs:documentation xml:lang="en">gamma in [0, +infinity) [N/m^3]. Specific weight.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_spring / @area_for_self_weight

Namespace | No namespace
Annotations |
    Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].
    Area for self weight calculation. A in [0, +infinity) [m^2].
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_type_spring
Source |
    <xs:attribute name="area_for_self_weight" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Plocha pro výpočet vlastní tíhy. A v [0, +infinity) [m^2].</xs:documentation>
        <xs:documentation xml:lang="en">Area for self weight calculation. A in [0, +infinity) [m^2].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute member_type_spring / @dashpot

Namespace | No namespace
Annotations |
    Tlumič. [0, +infinity) [Ns/m].
    Dashpot. [0, +infinity) [Ns/m].
Type | double_non_negative
Properties |
use | optional
Facets |
minInclusive | 0 |
Used by |
Complex Type | member_type_spring
Source |
    <xs:attribute name="dashpot" type="double_non_negative" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tlumič. [0, +infinity) [Ns/m].</xs:documentation>
        <xs:documentation xml:lang="en">Dashpot. [0, +infinity) [Ns/m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @stabilization_element_material_linear

Namespace | No namespace
Annotations |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="stabilization_element_material_linear" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s lineárním materiálem.</xs:documentation>
        <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with linear material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @stabilization_element_material_nonlinear

Namespace | No namespace
Annotations |
    Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s nelineárním materiálem.
    Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with non-linear material.
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="stabilization_element_material_nonlinear" type="xs:double" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Stabilizace elementu s rdof, násobitel výsledné "Penalty stiffness", default: 1, Pro prvky s nelineárním materiálem.</xs:documentation>
        <xs:documentation xml:lang="en">Element stabilization with rdof, multiplier of the resulting "Penalty stiffness", default: 1, For elements with non-linear material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @number_of_integration_points

Namespace | No namespace
Annotations |
    Nelze použít pro průřez zadaný maticí a vrstevnatý průřez (musí se zadat každé vrstvě).
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
    Cannot be used for matrix defined cross section and layered cross section (must be specified for each layer).
    Allowed values: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. For a planar element, determine the number of integration points in the layer [-]. By default, 9 integration points are set.
    If only one integration point is set, then the bending stiffnesses cannot be integrated correctly (D11:D33 = 0).
    The setting of one integration point can only be used for the shell model (MODEL = 3) if the input corresponds to the wall stress.
Type | integer_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nelze použít pro průřez zadaný maticí a vrstevnatý průřez (musí se zadat každé vrstvě). Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu. Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0). Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.</xs:documentation>
        <xs:documentation xml:lang="en">Cannot be used for matrix defined cross section and layered cross section (must be specified for each layer). Allowed values: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. For a planar element, determine the number of integration points in the layer [-]. By default, 9 integration points are set. If only one integration point is set, then the bending stiffnesses cannot be integrated correctly (D11:D33 = 0). The setting of one integration point can only be used for the shell model (MODEL = 3) if the input corresponds to the wall stress.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @save_results_in_all_integration_points

Namespace | No namespace
Annotations |
    Pro plošný prvek určí v kolika integračních bodech přes tloušťku prvku se zapíší výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr.
    False =  Standardní nastavení. Zapíší se výsledky jen ve 3 integračních bodech vrstvy (horní líc vrstvy, střed vrstvy a dolní líc vrstvy).
    True = Výsledky se zapisují ve všech integračních bodech vrstvy, pro které byl proveden výpočet (PNL_NUMBER_INT_POINTS_LAYER, až 19 integračních bodů).
    Pro model stěna (MODEL = 2) nebo je-li vynucen jeden integrační bod přes celou tloušťku plošného prvku (PNL_NUMBER_INT_POINTS_LAYER = 1) tak se výsledky zapíší v jednom integračním bodu přes tloušťku prvku.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="save_results_in_all_integration_points" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pro plošný prvek určí v kolika integračních bodech přes tloušťku prvku se zapíší výsledky do souboru *.NPNLnnnn [-]. Volitelný parametr. False = Standardní nastavení. Zapíší se výsledky jen ve 3 integračních bodech vrstvy (horní líc vrstvy, střed vrstvy a dolní líc vrstvy). True = Výsledky se zapisují ve všech integračních bodech vrstvy, pro které byl proveden výpočet (PNL_NUMBER_INT_POINTS_LAYER, až 19 integračních bodů). Pro model stěna (MODEL = 2) nebo je-li vynucen jeden integrační bod přes celou tloušťku plošného prvku (PNL_NUMBER_INT_POINTS_LAYER = 1) tak se výsledky zapíší v jednom integračním bodu přes tloušťku prvku.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @quadrature_type

Namespace | No namespace
Annotations |
    Přípustné hodnoty: {1, 2, 3, 4, 5}, [-].Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
    Allowed values: {1, 2, 3, 4, 5}, [-]. Type of approximation (quadrature): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Type | quadrature_type
Properties |
use | optional
Facets |
enumeration | GAUSS_LOBATTO_QUADRATURE |
enumeration | TRAPEZOIDAL_RULE |
enumeration | SIMPSONS_RULE |
enumeration | GAUSS_LEGENDRE_QUADRATURE |
enumeration | CLENSHAW_CURTIS_QUADRATURE |
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Přípustné hodnoty: {1, 2, 3, 4, 5}, [-].Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
        <xs:documentation xml:lang="en">Allowed values: {1, 2, 3, 4, 5}, [-]. Type of approximation (quadrature): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_set / @membranes_act_in_compression

Namespace | No namespace
Annotations |
    Má membrána působit pouze v tlaku?: false = ne, true = ano, default = false.
    Should the membrane act only in compression?: false = no, true = yes, default = false.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | surface_set
Source |
    <xs:attribute name="membranes_act_in_compression" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Má membrána působit pouze v tlaku?: false = ne, true = ano, default = false.</xs:documentation>
        <xs:documentation xml:lang="en">Should the membrane act only in compression?: false = no, true = yes, default = false.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_pipe_geometry_definition / @trajectory

Namespace | No namespace
Annotations |
    Křivka trajektorie.
    Trajectory curve.
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_pipe_geometry_definition
Source |
    <xs:attribute name="trajectory" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
        <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_pipe_independent_geometry_definition / @radius

Namespace | No namespace
Annotations |
    Poloměr trubky.
    Pipe radius.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_pipe_independent_geometry_definition
Source |
    <xs:attribute name="radius" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Poloměr trubky.</xs:documentation>
        <xs:documentation xml:lang="en">Pipe radius.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_rotated_geometry_definition / @rotation_angle

Namespace | No namespace
Annotations |
    Úhel rotace okolo osy v radiánech (pravotočivý).
    Rotation angle around the axis (right-handed).
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_rotated_geometry_definition
Source |
    <xs:attribute name="rotation_angle" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Úhel rotace okolo osy v radiánech (pravotočivý).</xs:documentation>
        <xs:documentation xml:lang="en">Rotation angle around the axis (right-handed).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_rotated_independent_geometry_definition / @trajectory

Namespace | No namespace
Annotations |
    Křivka trajektorie.
    Trajectory curve.
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_rotated_independent_geometry_definition
Source |
    <xs:attribute name="trajectory" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
        <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_trailed_geometry_definition / @trajectory

Namespace | No namespace
Annotations |
    Křivka trajektorie.
    Trajectory curve.
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_trailed_geometry_definition
Source |
    <xs:attribute name="trajectory" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Křivka trajektorie.</xs:documentation>
        <xs:documentation xml:lang="en">Trajectory curve.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_trailed_geometry_definition / @trailed_lines

Namespace | No namespace
Annotations |
    Linie profilu na počátku.
    Profile lines at the beginning.
Type | references
Properties |
use | required
Used by |
Complex Type | surface_trailed_geometry_definition
Source |
    <xs:attribute name="trailed_lines" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Linie profilu na počátku.</xs:documentation>
        <xs:documentation xml:lang="en">Profile lines at the beginning.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_trailed_geometry_definition / @rotation_angle

Namespace | No namespace
Annotations |
    Úhel rotace okolo osy v radiánech (pravotočivý).
    Rotation angle around the axis (right-handed).
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_trailed_geometry_definition
Source |
    <xs:attribute name="rotation_angle" type="double_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Úhel rotace okolo osy v radiánech (pravotočivý).</xs:documentation>
        <xs:documentation xml:lang="en">Rotation angle around the axis (right-handed).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @matrix_rows

Namespace | No namespace
Annotations |
    Počet řádků matice.
    The number of rows in matrix.
Type | integer_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="matrix_rows" type="integer_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Počet řádků matice.</xs:documentation>
        <xs:documentation xml:lang="en">The number of rows in matrix.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @matrix_columns

Namespace | No namespace
Annotations |
    Počet sloupců matice.
    The number of columns in matrix.
Type | integer_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="matrix_columns" type="integer_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Počet sloupců matice.</xs:documentation>
        <xs:documentation xml:lang="en">The number of columns in matrix.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @degree_u

Namespace | No namespace
Annotations |
    Stupeň křivky ve směru U.
    Degree curve in the U direction.
Type | integer_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="degree_u" type="integer_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Stupeň křivky ve směru U.</xs:documentation>
        <xs:documentation xml:lang="en">Degree curve in the U direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @degree_v

Namespace | No namespace
Annotations |
    Stupeň křivky ve směru V.
    Degree curve in the V direction.
Type | integer_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="degree_v" type="integer_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Stupeň křivky ve směru V.</xs:documentation>
        <xs:documentation xml:lang="en">Degree curve in the V direction.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @knot_u

Namespace | No namespace
Annotations |
    Uzlový vektor ve směru U. Počet hodnot = (degree_u + matrix_rows + 1)
    Knot vector in the U direction. Number of values = (degree_u + matrix_rows + 1)
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="knot_u" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uzlový vektor ve směru U. Počet hodnot = (degree_u + matrix_rows + 1)</xs:documentation>
        <xs:documentation xml:lang="en">Knot vector in the U direction. Number of values = (degree_u + matrix_rows + 1)</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_independent_geometry_definition / @knot_v

Namespace | No namespace
Annotations |
    Uzlový vektor ve směru V. Počet hodnot = (degree_v + matrix_columns + 1)
    Knot vector in the V direction. Number of values = (degree_v + matrix_columns + 1)
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | surface_nurbs_independent_geometry_definition
Source |
    <xs:attribute name="knot_v" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Uzlový vektor ve směru V. Počet hodnot = (degree_v + matrix_columns + 1)</xs:documentation>
        <xs:documentation xml:lang="en">Knot vector in the V direction. Number of values = (degree_v + matrix_columns + 1)</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nurbs_open_cascade_string / @definition

Namespace | No namespace
Annotations |
    Definiční string pro open cascade.
    Definition string for open cascade.
Type | xs:string
Properties |
use | optional
Used by |
Complex Type | surface_nurbs_open_cascade_string
Source |
    <xs:attribute name="definition" type="xs:string" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definiční string pro open cascade.</xs:documentation>
        <xs:documentation xml:lang="en">Definition string for open cascade.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_quadrangle_geometry_definition / @corner_nodes

Namespace | No namespace
Annotations |
    Rohové body pro speciální případy quadrangle ploch.
    Corner nodes for special cases of quadrangle surfaces.
Type | references
Properties |
use | optional
Used by |
Complex Type | surface_quadrangle_geometry_definition
Source |
    <xs:attribute name="corner_nodes" type="references" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Rohové body pro speciální případy quadrangle ploch.</xs:documentation>
        <xs:documentation xml:lang="en">Corner nodes for special cases of quadrangle surfaces.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_geometry_definition / @surface_origin

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_part_geometry_definition
Source |
    <xs:attribute name="surface_origin" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_axes_rotation_base / @axes_definition

Namespace | No namespace
Type | solid_axes_rotation_definition_axes_type
Properties |
use | required
Facets |
enumeration | XYZ |
enumeration | XZY |
enumeration | YXZ |
enumeration | YZX |
enumeration | ZXY |
enumeration | ZYX |
Used by |
Complex Type | solid_axes_rotation_base
Source |
    <xs:attribute name="axes_definition" type="solid_axes_rotation_definition_axes_type" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_axes_rotation_plane_curve / @curves

Namespace | No namespace
Annotations |
    Definiční křivky v jedné rovině.
    Definition curves in one plane.
Type | references
Properties |
use | required
Used by |
Complex Type | solid_axes_rotation_plane_curve
Source |
    <xs:attribute name="curves" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definiční křivky v jedné rovině.</xs:documentation>
        <xs:documentation xml:lang="en">Definition curves in one plane.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_axes_rotation_general_curve / @curves

Namespace | No namespace
Annotations |
    Definiční křivky v obecných rovinách.
    Definition curves general planes.
Type | references
Properties |
use | required
Used by |
Complex Type | solid_axes_rotation_general_curve
Source |
    <xs:attribute name="curves" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definiční křivky v obecných rovinách.</xs:documentation>
        <xs:documentation xml:lang="en">Definition curves general planes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute solid_axes_rotation_surface / @surfaces

Namespace | No namespace
Annotations |
    Definiční křivky v jedné rovině.
    Definition curves in one plane.
Type | references
Properties |
use | required
Used by |
Complex Type | solid_axes_rotation_surface
Source |
    <xs:attribute name="surfaces" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definiční křivky v jedné rovině.</xs:documentation>
        <xs:documentation xml:lang="en">Definition curves in one plane.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axis_rotation_angle / @angle

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | axis_rotation_angle
Source |
    <xs:attribute name="angle" type="xs:double" use="required">
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axis_rotation_to_point / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axis_rotation_to_point
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axis_rotation_parallel_to_lines / @lines

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | axis_rotation_parallel_to_lines
Source |
    <xs:attribute name="lines" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axis_rotation_parallel_to_lines / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axis_rotation_parallel_to_lines
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_parallel_to_surface / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axes_rotation_parallel_to_surface
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_nonparallel_to_line / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axes_rotation_nonparallel_to_line
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_nonparallel_to_line / @acute_angle

Namespace | No namespace
Type | xs:boolean
Properties |
use | required
Used by |
Complex Type | axes_rotation_nonparallel_to_line
Source |
    <xs:attribute name="acute_angle" type="xs:boolean" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_to_vector_in_plane / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axes_rotation_to_vector_in_plane
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_to_vector_in_plane_defined_by_point / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axes_rotation_to_vector_in_plane_defined_by_point
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute axes_rotation_to_vector_in_plane_normal_to_line / @axis

Namespace | No namespace
Type | axis_xy
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
Used by |
Complex Type | axes_rotation_to_vector_in_plane_normal_to_line
Source |
    <xs:attribute name="axis" type="axis_xy" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nonstiff_membrane / @act_in_compresion

Namespace | No namespace
Annotations |
    Nepovinný atribut, určující zda mambrána působí v tlaku.
    Optional attribute to specify whether the membrane act in compresion.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | surface_nonstiff_membrane
Source |
    <xs:attribute name="act_in_compresion" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda mambrána působí v tlaku.</xs:documentation>
        <xs:documentation xml:lang="en">Optional attribute to specify whether the membrane act in compresion.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_nonstiff_masonry / @force

Namespace | No namespace
Annotations |
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | surface_nonstiff_masonry
Source |
    <xs:attribute name="force" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs"/>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_select_base / selection / @direction

Namespace | No namespace
Type | translation_direction
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
Used by |
Element | surface_part_select_base/selection
Source |
    <xs:attribute name="direction" type="translation_direction" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_select_base / @alfa

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | surface_part_select_base
Source |
    <xs:attribute name="alfa" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_select_base / @section

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_part_select_base
Source |
    <xs:attribute name="section" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute additional_eccentricity_2d / @ez

Namespace | No namespace
Annotations |
    Lokální excentricita ve směru osy z konečného prvku [m].
Type | xs:double
Properties |
content | simple
Used by |
Attribute Group | additional_eccentricity_2d
Source |
    <xs:attribute name="ez" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Lokální excentricita ve směru osy z konečného prvku [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_region / selection / @direction

Namespace | No namespace
Type | translation_direction
Properties |
use | required
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
Used by |
Element | surface_part_region/selection
Source |
    <xs:attribute name="direction" type="translation_direction" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_region / @alfa

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | surface_part_region
Source |
    <xs:attribute name="alfa" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_part_region / @section

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_part_region
Source |
    <xs:attribute name="section" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute finite_element_data_block_element_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | finite_element_data_block_element_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute finite_element_data_block_element_base / @elem

Namespace | No namespace
Annotations |
    ID elementů. Určený podle generátoru sítě.
    Elements ID. Determined by the mesh generator.
Type | references
Properties |
use | required
Used by |
Complex Type | finite_element_data_block_element_base
Source |
    <xs:attribute name="elem" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">ID elementů. Určený podle generátoru sítě.</xs:documentation>
        <xs:documentation xml:lang="en">Elements ID. Determined by the mesh generator.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute finite_element_data_2d_center_section / @alfa

Namespace | No namespace
Type | xs:double
Properties |
use | optional
Used by |
Complex Type | finite_element_data_2d_center_section
Source |
    <xs:attribute name="alfa" type="xs:double" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute finite_element_data_2d_center_section / @section

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | finite_element_data_2d_center_section
Source |
    <xs:attribute name="section" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @section

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_sections/surface_section[@id].
    Reference to: solver_input/structure/surface_sections/surface_section[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="section" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_sections/surface_section[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_sections/surface_section[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @eccentricity

Namespace | No namespace
Annotations |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="eccentricity" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
        <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @face_alignment

Namespace | No namespace
Annotations |
    Zarovnání plochy (pomocí excentricity).
    Surface alignment (by eccentricity).
Type | surface_alignment_type
Properties |
content | simple
Facets |
enumeration | PLUS_Z |
enumeration | MINUS_Z |
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="face_alignment" type="surface_alignment_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zarovnání plochy (pomocí excentricity).</xs:documentation>
        <xs:documentation xml:lang="en">Surface alignment (by eccentricity).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @hinge

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].
    Reference to: solver_input/structure/line_release_types/line_release_type[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @subsoil

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_standard / @membrane

Namespace | No namespace
Annotations |
    Nepovinný atribut, určující zda se jedná o plochu typu membrána.
    Optional attribute to specify whether the surface is a membrane type.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | surface_type_standard
Source |
    <xs:attribute name="membrane" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Nepovinný atribut, určující zda se jedná o plochu typu membrána.</xs:documentation>
        <xs:documentation xml:lang="en">Optional attribute to specify whether the surface is a membrane type.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_for_modelling / @subsoil

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_for_modelling
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_rigid / @eccentricity

Namespace | No namespace
Annotations |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | surface_type_rigid
Source |
    <xs:attribute name="eccentricity" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
        <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_rigid / @hinge

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].
    Reference to: solver_input/structure/line_release_types/line_release_type[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_rigid
Source |
    <xs:attribute name="hinge" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/line_release_types/line_release_type[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_rigid / @subsoil

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_rigid
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_duplicate / @original

Namespace | No namespace
Annotations |
    Odkaz na existující plochu: solver_input/structure/surfaces/surface[@id].
    Reference to exist surface: solver_input/structure/surfaces/surface[@id].
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_type_duplicate
Source |
    <xs:attribute name="original" type="reference" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na existující plochu: solver_input/structure/surfaces/surface[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to exist surface: solver_input/structure/surfaces/surface[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_duplicate / @section

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_sections/surface_section[@id]. Pokuď není zadáno defaultní nastavení: surface_type_for_modelling.
    Reference to: solver_input/structure/surface_sections/surface_section[@id]. If not specified default value: surface_type_for_modelling.
Type | reference
Properties |
use | optional
Used by |
Complex Type | surface_type_duplicate
Source |
    <xs:attribute name="section" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_sections/surface_section[@id]. Pokuď není zadáno defaultní nastavení: surface_type_for_modelling.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_sections/surface_section[@id]. If not specified default value: surface_type_for_modelling.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_duplicate / @eccentricity

Namespace | No namespace
Annotations |
    Velikost excentricity plochy v [m].
    Size eccentricity surface in [m].
Type | xs:double
Properties |
content | simple
Used by |
Complex Type | surface_type_duplicate
Source |
    <xs:attribute name="eccentricity" type="xs:double">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Velikost excentricity plochy v [m].</xs:documentation>
        <xs:documentation xml:lang="en">Size eccentricity surface in [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_duplicate / @face_alignment

Namespace | No namespace
Annotations |
    Zarovnání plochy (pomocí excentricity).
    Surface alignment (by eccentricity).
Type | surface_alignment_type
Properties |
content | simple
Facets |
enumeration | PLUS_Z |
enumeration | MINUS_Z |
Used by |
Complex Type | surface_type_duplicate
Source |
    <xs:attribute name="face_alignment" type="surface_alignment_type">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Zarovnání plochy (pomocí excentricity).</xs:documentation>
        <xs:documentation xml:lang="en">Surface alignment (by eccentricity).</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_type_duplicate / @subsoil

Namespace | No namespace
Annotations |
    Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].
    Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_type_duplicate
Source |
    <xs:attribute name="subsoil" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to: solver_input/structure/surface_subsoils/surface_subsoil[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="material" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @number_of_integration_points

Namespace | No namespace
Annotations |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě.
    Standardně je nastaveno 9 integračních bodu. Volitelný parametr.
Type | integer_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro nelineární jednovrstvý materiál. Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: {1, 3, 5, 7, 9, ... 95, 97, 99}, [-]. Pro plošný prvek určí počet integračních bodu ve vrstvě. Standardně je nastaveno 9 integračních bodu. Volitelný parametr.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @quadrature_type

Namespace | No namespace
Annotations |
    Pouze pro nelineární jednovrstvý materiál.
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Type | quadrature_type
Properties |
use | optional
Facets |
enumeration | GAUSS_LOBATTO_QUADRATURE |
enumeration | TRAPEZOIDAL_RULE |
enumeration | SIMPSONS_RULE |
enumeration | GAUSS_LEGENDRE_QUADRATURE |
enumeration | CLENSHAW_CURTIS_QUADRATURE |
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Pouze pro nelineární jednovrstvý materiál. Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_base / @phase_section

Namespace | No namespace
Annotations |
    Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.
    This is a phased cross-section, or a non-linear cross-section/material in some phase.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | surface_section_base
Source |
    <xs:attribute name="phase_section" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Jedná se o fázovaný průřez, a nebo v nějaké fázi nelineární průřez/materiál.</xs:documentation>
        <xs:documentation xml:lang="en">This is a phased cross-section, or a non-linear cross-section/material in some phase.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_uniform / @thickness

Namespace | No namespace
Annotations |
    Tloušťka plochy [m].
    Thickness surface [m].
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_uniform
Source |
    <xs:attribute name="thickness" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tloušťka plochy [m].</xs:documentation>
        <xs:documentation xml:lang="en">Thickness surface [m].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable / @thicknesses

Namespace | No namespace
Annotations |
    Hodnoty tloušťek v jednotlivých bodech. Pořadí hodnot musí odpovídat pořadí uzlům.
    Thickness values at individual points. The order of the values must match the order of the nodes.
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | surface_section_variable
Source |
    <xs:attribute name="thicknesses" type="array_of_double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Hodnoty tloušťek v jednotlivých bodech. Pořadí hodnot musí odpovídat pořadí uzlům.</xs:documentation>
        <xs:documentation xml:lang="en">Thickness values at individual points. The order of the values must match the order of the nodes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable / @definition_nodes

Namespace | No namespace
Annotations |
    Definované uzly, kterým je přiřazena hodnota tloušťky. Pořadí musí odpovídat pořadí tlouštěk.
    Defined nodes assigned a thickness value. The order must correspond to the thickness order.
Type | references
Properties |
use | required
Used by |
Complex Type | surface_section_variable
Source |
    <xs:attribute name="definition_nodes" type="references" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Definované uzly, kterým je přiřazena hodnota tloušťky. Pořadí musí odpovídat pořadí tlouštěk.</xs:documentation>
        <xs:documentation xml:lang="en">Defined nodes assigned a thickness value. The order must correspond to the thickness order.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable_direction / @thicknesses

Namespace | No namespace
Type | array_of_double
Properties |
use | required
Used by |
Complex Type | surface_section_variable_direction
Source |
    <xs:attribute name="thicknesses" type="array_of_double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable_direction / @definition_nodes

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | surface_section_variable_direction
Source |
    <xs:attribute name="definition_nodes" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable_direction / @direction

Namespace | No namespace
Type | plate_thickness_direction
Properties |
content | simple
Facets |
enumeration | X |
enumeration | Y |
enumeration | Z |
enumeration | local_x |
enumeration | local_y |
Used by |
Complex Type | surface_section_variable_direction
Source |
    <xs:attribute name="direction" type="plate_thickness_direction"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable_circle / @thickness_center

Namespace | No namespace
Annotations |
    Tloušťka ve středu kružnice.
    Thickness in the center of the circle.
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_variable_circle
Source |
    <xs:attribute name="thickness_center" type="double_positive" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Tloušťka ve středu kružnice.</xs:documentation>
        <xs:documentation xml:lang="en">Thickness in the center of the circle.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_variable_circle / @gradient

Namespace | No namespace
Annotations |
    Směr gradientu je od středu do kraje.
    Gradient direction is from center to rim.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_section_variable_circle
Source |
    <xs:attribute name="gradient" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Směr gradientu je od středu do kraje.</xs:documentation>
        <xs:documentation xml:lang="en">Gradient direction is from center to rim.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d11

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d11" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d22

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d22" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d33

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d33" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d44

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d44" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d55

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d55" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d66

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d66" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d12

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d12" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d13

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d13" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d23

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d23" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d45

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d45" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d67

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d67" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d68

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d68" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d77

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d77" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d78

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d78" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d88

Namespace | No namespace
Type | double_non_negative
Properties |
use | required
Facets |
minInclusive | 0 |
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d88" type="double_non_negative" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d16

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d16" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d17

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d17" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d18

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d18" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d27

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d27" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d28

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d28" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @d38

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="d38" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_stiffness_matrix_type / @rotation_z_axis

Namespace | No namespace
Annotations |
    Úhel k hlavním osám (alfa_12).
    Angle to the main axes.
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_stiffness_matrix_type
Source |
    <xs:attribute name="rotation_z_axis" type="xs:double" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Úhel k hlavním osám (alfa_12).</xs:documentation>
        <xs:documentation xml:lang="en">Angle to the main axes.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_stiffness_matrix / @self_thickness

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_stiffness_matrix
Source |
    <xs:attribute name="self_thickness" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id].
    Reference to material: solver_input/structure/materials/material[@id].
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="material" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id].</xs:documentation>
        <xs:documentation xml:lang="en">Reference to material: solver_input/structure/materials/material[@id].</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @material_visco_parameter

Namespace | No namespace
Annotations |
    Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="material_visco_parameter" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na viskózní vlastnosti materiálu: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to viscous material properties: solver_input/structure/material_visco_parameters/material_visco_parameter[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @material_initial_strain

Namespace | No namespace
Annotations |
    Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.
    Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.
Type | reference
Properties |
use | optional
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="material_initial_strain" type="reference" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na smrštění vlastnosti materiálu: solver_input/structure/material_initial_strains/material_initial_strain[@id], zadání u průřezu ma vyšší prioritu než u materiálu.</xs:documentation>
        <xs:documentation xml:lang="en">Reference to initial strain material properties: solver_input/structure/material_initial_strains/material_initial_strain[@id], the entry for the cross-section has a higher priority than for the material.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @number_of_integration_points

Namespace | No namespace
Annotations |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu.
    Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0).
    Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.
Type | integer_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="number_of_integration_points" type="integer_positive" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: {1, 3, 5, 7, 9, 11, 13, 15, 17, 19. Pro plošný prvek určí počet integračních bodu ve vrstvě [-]. Standardně je nastaveno 9 integračních bodu. Pokud je nastaven jen jeden integrační bod, pak není možné korektně integrovat ohybové tuhosti (D11:D33 = 0). Nastavení jednoho integračního bodu se dá využít u modelu skořepina (MODEL = 3) jen pokud zadání odpovídá stěnovému namáhání.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @quadrature_type

Namespace | No namespace
Annotations |
    Toto nastavení přepisuje globální nastavení u surface_settings.
    Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule,  4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.
Type | quadrature_type
Properties |
use | optional
Facets |
enumeration | GAUSS_LOBATTO_QUADRATURE |
enumeration | TRAPEZOIDAL_RULE |
enumeration | SIMPSONS_RULE |
enumeration | GAUSS_LEGENDRE_QUADRATURE |
enumeration | CLENSHAW_CURTIS_QUADRATURE |
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="quadrature_type" type="quadrature_type" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Toto nastavení přepisuje globální nastavení u surface_settings. Přípustné hodnoty: Typ aproximace (kvadratury): 1 = Gauss-Lobatto quadrature, 2 = Trapezoidal rule, 3 = Simpson's rule, 4 = Gauss-Legendre quadrature, 5 = Clenshaw-Curtis quadrature.</xs:documentation>
        <xs:documentation xml:lang="en"/>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @z_location

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="z_location" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @thickness

Namespace | No namespace
Type | double_positive
Properties |
use | required
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="thickness" type="double_positive" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @direction

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="direction" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated_layer / @reinforcement_diameter

Namespace | No namespace
Type | double_positive
Properties |
use | optional
Facets |
minExclusive | 0 |
Used by |
Complex Type | surface_section_laminated_layer
Source |
    <xs:attribute name="reinforcement_diameter" type="double_positive" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated / layers / @shear_coupling_deactivation

Namespace | No namespace
Annotations |
    Deaktivace smykového spojení vrstev. Pro všechny vrstvy.
    Deactivation of shear coupling between layers.
Type | xs:boolean
Properties |
use | optional
Used by |
Element | surface_section_laminated/layers
Source |
    <xs:attribute name="shear_coupling_deactivation" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Deaktivace smykového spojení vrstev. Pro všechny vrstvy.</xs:documentation>
        <xs:documentation xml:lang="en">Deactivation of shear coupling between layers.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_section_laminated / @automatic_shear_stiffness

Namespace | No namespace
Annotations |
    Default = true; Uvažovat výpočet střední délky podpor pro výpočet smykové tuhosti.
    Default = true; Consider the calculation of the mean length of the supports for the calculation of the shear stiffness.
Type | xs:boolean
Properties |
use | optional
Used by |
Complex Type | surface_section_laminated
Source |
    <xs:attribute name="automatic_shear_stiffness" type="xs:boolean" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Default = true; Uvažovat výpočet střední délky podpor pro výpočet smykové tuhosti.</xs:documentation>
        <xs:documentation xml:lang="en">Default = true; Consider the calculation of the mean length of the supports for the calculation of the shear stiffness.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @note

Namespace | No namespace
Type | xs:string
Properties |
content | simple
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="note" type="xs:string"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @release_type

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="release_type" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @control_object

Namespace | No namespace
Type | release_location_of_object_release
Properties |
use | required
Facets |
enumeration | ORIGINAL |
enumeration | RELEASE |
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="control_object" type="release_location_of_object_release" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @original

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="original" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @released

Namespace | No namespace
Type | reference
Properties |
use | optional
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="released" type="reference" use="optional"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @released_member

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="released_member" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @released_surfaces

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="released_surfaces" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute releases_base / @released_solids

Namespace | No namespace
Type | references
Properties |
content | simple
Used by |
Complex Type | releases_base
Source |
    <xs:attribute name="released_solids" type="references"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_release / @local_axis

Namespace | No namespace
Type | surface_release_local_axis
Properties |
use | required
Facets |
enumeration | SAME_AS_SURFACE |
enumeration | REVERSED_TO_SURFACE |
Used by |
Complex Type | surface_release
Source |
    <xs:attribute name="local_axis" type="surface_release_local_axis" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_release_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_release_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_releases / @old_merge_in_intersections

Namespace | No namespace
Annotations |
    Spojuje křižující se liniové uvolnění.
    Merges intersecting line releases.
Type | xs:boolean
Properties |
content | simple
Used by |
Complex Type | line_releases
Source |
    <xs:attribute name="old_merge_in_intersections" type="xs:boolean">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Spojuje křižující se liniové uvolnění.</xs:documentation>
        <xs:documentation xml:lang="en">Merges intersecting line releases.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_component / @shear_strength

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | pile_component
Source |
    <xs:attribute name="shear_strength" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_component / @shear_stiffness

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | pile_component
Source |
    <xs:attribute name="shear_stiffness" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_component / @diameter

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | pile_component
Source |
    <xs:attribute name="diameter" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_component / @distance

Namespace | No namespace
Type | xs:double
Properties |
use | required
Used by |
Complex Type | pile_component
Source |
    <xs:attribute name="distance" type="xs:double" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_component / @poisson_ratio

Namespace | No namespace
Annotations |
    nu in (-1.0, +0.5) [-]. Poissonův součinitel.
    nu in (-1.0, +0.5) [-]. Poisson's ratio.
Type | restriction of xs:double
Properties |
use | required
Facets |
minExclusive | -1 |
Used by |
Complex Type | pile_component
Source |
    <xs:attribute name="poisson_ratio" use="required">
      <xs:annotation>
        <xs:documentation xml:lang="cs">nu in (-1.0, +0.5) [-]. Poissonův součinitel.</xs:documentation>
        <xs:documentation xml:lang="en">nu in (-1.0, +0.5) [-]. Poisson's ratio.</xs:documentation>
      </xs:annotation>
      <xs:simpleType>
        <xs:restriction base="xs:double">
          <xs:minExclusive value="-1"/>
        </xs:restriction>
      </xs:simpleType>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_definition / @member

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | pile_definition
Source |
    <xs:attribute name="member" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute pile_definition / @distance_type

Namespace | No namespace
Type | distance_type
Properties |
use | required
Facets |
enumeration | % |
enumeration | M |
Used by |
Complex Type | pile_definition
Source |
    <xs:attribute name="distance_type" type="distance_type" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute line_release_type / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | line_release_type
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @id

Namespace | No namespace
Type | id
Properties |
use | required
Facets |
minInclusive | 1 |
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="id" type="id" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @contact_type

Namespace | No namespace
Type | reference
Properties |
use | required
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="contact_type" type="reference" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @surface1

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="surface1" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @surface2

Namespace | No namespace
Type | references
Properties |
use | required
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="surface2" type="references" use="required"/>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @independent_mesh_master_surfaces

Namespace | No namespace
Annotations |
    Indikace využití nezávislé sítě a určení řídící plochy pro síť.
    Indication of independent mesh usage and determination of the control surface for the mesh.
Type | surface_contact_independent
Properties |
use | optional
Facets |
enumeration | 1 |
enumeration | 2 |
enumeration | AUTOMATIC |
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="independent_mesh_master_surfaces" type="surface_contact_independent" use="optional">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Indikace využití nezávislé sítě a určení řídící plochy pro síť.</xs:documentation>
        <xs:documentation xml:lang="en">Indication of independent mesh usage and determination of the control surface for the mesh.</xs:documentation>
      </xs:annotation>
    </xs:attribute>
Schema location | file:/E:/_FEM/Doc/Src_SolverMi_trunk/Solver/Src/Src_SolverMi/SolverInput.xsd

Attribute surface_contact / @material

Namespace | No namespace
Annotations |
    Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.
    Reference to material: solver_input/structure/materials/material[@id]. Missing reference means rigid solid.
Type | reference
Properties |
content | simple
Used by |
Complex Type | surface_contact
Source |
    <xs:attribute name="material" type="reference">
      <xs:annotation>
        <xs:documentation xml:lang="cs">Odkaz na materiál: solver_input/structure/materials/material[@id]. Chybějící reference znamená tuhé těleso.</xs:documentation>
        <xs:documentation xml:lang="en"</