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BHoM ETABS Object Relations
karlybast edited this page Jun 2, 2020
·
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 |
|
|
| Panel | Floor Wall |
|
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| Diaphragm (ETABS_oM) | Diaphragm |
|
| 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
|
|
| SteelSection | Frame Property | see Section Properties for more details |
|
| ConcreteSection | Frame Property | see Section Properties for more details |
|
| AluminiumSection | Frame Property | see Section Properties for more details |
|
| TimberSection | Frame Property | see Section Properties for more details |
|
| GenericSection | Frame Property | see Section Properties for more details |
|
| ExplicitSection | General Frame Section Property |
|
|
| CableSection | Not Implemented |
|
|
| CompositeSection | Not Implemented |
|
|
| ConstantThickness |
|
|
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| LoadingPanelProperty | Not Implemented |
|
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| Waffle | Waffle |
|
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| Ribbed | Ribbed |
|
|
| LinkConstraint | Link Property | Linear only |
|
The following profiles are used for all IGeometricalSections. 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 |
|
|
|
| BoxProfile | Tube |
|
|
| ChannelProfile | Channel |
|
|
| CircleProfile | Circle |
|
|
| FabricatedBoxProfile | Tube |
|
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| FabricatedISectionProfile | I-Section |
|
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| FreeFormProfile | Not Implemented |
|
|
| GeneralisedFabricatedBoxProfile | Not Implemented |
|
|
| ISectionProfile | I-Section |
|
|
| KiteProfile | Not Supported |
|
|
| RectangleProfile | Rectangle |
|
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| TSectionProfile |
|
|
|
| TubeProfile | Pipe |
|
|
| ZSectionProfile | Not Implemented |
|
| BHoM Type | Etabs Type | Notes | Implementation |
|---|---|---|---|
| Loadcase | Load Pattern | Loadcase name must be unique. Can not share name with another Loadcase. |
|
| LoadCombination | Load Combination | LoadCombination name must be unique. Can not share name with another LoadCombination. |
|
| GravityLoad | Self Weight Multiplier | Self Weight Multiplier is applied to all objects per load case. |
|
| PointLoad | Joint Load |
|
|
| PointDisplacement | Not Implemented |
|
|
| PointAcceleration | Not Supported |
|
|
| PointVelocity | Not Supported |
|
|
| 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 |
|
|
| AreaUniformalyDistributedLoad | Shell Load - Uniform |
|
|
| AreaTemperatureLoad | Shell Load - Temperature |
|
|
| MassSource | Mass Source | Global |
|
| BHoM Type | Etabs Type | Default Axis | Notes | Implementation |
|---|---|---|---|---|
| NodeReaction | Support/Spring Reactions | Global |
|
|
| NodeDisplacement | Joint displacement | Global |
|
|
| BarForce | Frame force | Local |
|
|
| 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. |
|
| 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. |
|
| GlobalReactions | Base reactions | Global |
|
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| ModalDynamics | Modal participating mass ratios | Global |
|