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BHoM ETABS Object Relations
karlybast edited this page Jun 2, 2020
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1 revision
The following outlines what BHoM type that corresponds to each of the ETABS types supported
BHoM type | Etabs type | Notes | Implementation |
---|---|---|---|
Bar | Frame:
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Node | Joint Object |
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FeMesh | AreaElement |
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RigidLink | Link |
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Panel | Floor Wall |
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Diaphragm (ETABS_oM) | Diaphragm |
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BHoM type | Etabs type | Notes | Implementation |
---|---|---|---|
Material | Material | ETABS does not support all types of material (Timber), materials of those types will be created as NoDesign and read as either GenericIsotropicMaterial or GenericOrthotropicMaterial
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SteelSection | Frame Property | see Section Properties for more details |
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ConcreteSection | Frame Property | see Section Properties for more details |
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AluminiumSection | Frame Property | see Section Properties for more details |
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TimberSection | Frame Property | see Section Properties for more details |
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GenericSection | Frame Property | see Section Properties for more details |
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ExplicitSection | General Frame Section Property |
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CableSection | Not Implemented |
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CompositeSection | Not Implemented |
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ConstantThickness |
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LoadingPanelProperty | Not Implemented |
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Waffle | Waffle |
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Ribbed | Ribbed |
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LinkConstraint | Link Property | Linear only |
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The following profiles are used for all IGeometricalSection
s. When read out, the appropriate section type will be assigned, depending on material type.
If a matching Standard section can't be found the following parametric section will be created. Note that some properties such as:
- Corner, toe and fillet radii
- Weld size
will be lost when creating these parametric sections.
BHoM Type | Etabs Type | Notes | Implementation |
---|---|---|---|
AngleProfile |
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BoxProfile | Tube |
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ChannelProfile | Channel |
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CircleProfile | Circle |
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FabricatedBoxProfile | Tube |
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FabricatedISectionProfile | I-Section |
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FreeFormProfile | Not Implemented |
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GeneralisedFabricatedBoxProfile | Not Implemented |
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ISectionProfile | I-Section |
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KiteProfile | Not Supported |
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RectangleProfile | Rectangle |
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TSectionProfile |
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TubeProfile | Pipe |
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ZSectionProfile | Not Implemented |
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BHoM Type | Etabs Type | Notes | Implementation |
---|---|---|---|
Loadcase | Load Pattern | Loadcase name must be unique. Can not share name with another Loadcase. |
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LoadCombination | Load Combination | LoadCombination name must be unique. Can not share name with another LoadCombination. |
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GravityLoad | Self Weight Multiplier | Self Weight Multiplier is applied to all objects per load case. |
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PointLoad | Joint Load |
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PointDisplacement | Not Implemented |
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PointAcceleration | Not Supported |
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PointVelocity | Not Supported |
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BarUniformlyDistributedLoad | Frame Load - Distributed |
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BarVaryingDistributedLoad | Frame Load - Distributed |
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BarPointLoad | Frame Load - Point |
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BarPrestressLoad | Not Supported |
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BarTemperatureLoad | Frame Load - Temperature |
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AreaUniformalyDistributedLoad | Shell Load - Uniform |
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AreaTemperatureLoad | Shell Load - Temperature |
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MassSource | Mass Source | Global |
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BHoM Type | Etabs Type | Default Axis | Notes | Implementation |
---|---|---|---|---|
NodeReaction | Support/Spring Reactions | Global |
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NodeDisplacement | Joint displacement | Global |
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BarForce | Frame force | Local |
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BarDeformation | Not Implemented | - |
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BarDisplacement | Joint displacement | Global | Displacements extracted on all calculation nodes along the bar. No control over number of points extracted during load read. |
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BarStress | Not Implemented | - |
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BarStrain | Not Implemented | - |
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MeshForce | Shell force | Local |
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MeshDisplacement | Joint displacement | Global |
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MeshStress | Shell stress | Local | Results in top and bottom layers always returned. No control over result layer is currently possible. |
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GlobalReactions | Base reactions | Global |
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ModalDynamics | Modal participating mass ratios | Global |
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