FrameSuperElement Class |
Namespace: Frame3D
The FrameSuperElement type exposes the following members.
Name | Description | |
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![]() | FrameSuperElement |
Initialization of a frame super element
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Name | Description | |
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![]() | GetDisplacementsForLoadCase | |
![]() | GetDisplacementsForLoadCombination |
Gets displacements for the specified load combination
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![]() | GetInternalForcesForLoadCase |
Gets the internal forces at the given location
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![]() | GetInternalForcesForLoadCombination |
Gets the internal forces for the specified load combination
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![]() | GetModalDisplacements |
Gets the modal displacements at the specified location of the frame element
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![]() | GetWinklerSpringReactionsForLoadCase |
Gets the winkler spring reactions at the given location
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![]() | GetWinklerSpringReactionsForLoadCombination |
Gets the winkler spring reactions for the specified load combination
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![]() | Length |
Element length
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Name | Description | |
---|---|---|
![]() | AdditionalMass |
Additional element mass, which is taken into account in dynamic analysis only
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![]() | CompressionOnly_for_NL_analysis |
Specifies whether the element is compression only (active in non linear analysis only)
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![]() | considerConnectionWithNodesAlongElementLength |
Specifies whether connections between nodes on element length is considered
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![]() | ConsiderShearEffect |
True, if shear work will be considered (Timoshenko element), otherwise false
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![]() | EndingNode |
Ending Node
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![]() | EndingNode_Releases |
Member releases at starting node
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![]() | LinearLoadCasesList |
List of the linear load cases of the element
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![]() | RigidOffsetEndDx |
Rigid offset at ending node
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![]() | RigidOffsetStartDx |
Rigid offset at starting node
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![]() | Section |
Section object of the frame element
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![]() | StartingNode |
Starting Node
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![]() | StartingNode_Releases |
Member releases at starting node
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![]() | StationsPoints |
Points along element, where internal nodes will be created
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![]() | TensionOnly_for_NL_analysis |
Specifies whether the element is tension only (active in non linear analysis only)
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![]() | Type |
Frame element type
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![]() | WinklerStiffnessY |
Stiffness (>0) of winkler springs in local Y direction (Dimensions are Force/m/m)
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![]() | WinklerStiffnessZ |
Stiffness (>0) of winkler springs in local Z direction (Dimensions are Force/m/m)
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