![]() | TSD. |
This namespace contains interfaces related to solver model.
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Interface | Description | |
---|---|---|
![]() | IAnalysis3DResults | Represents results of a 3D analysis |
![]() | IAnalysisResults | Represents analysis results |
![]() | IBucklingMode | Represents buckling mode |
![]() | IBucklingResults | Represents results of buckling analysis |
![]() | ICreepCoefficients | Represents creep coefficients of a slab item |
![]() | IDiaphragm | Represents a diaphragm |
![]() | IDistanceToEffectiveReinforcement2D | Represents a distances from midplace to effective reinforcement of 2D element |
![]() | IDriftCheck | Represents a drift check |
![]() | IEffectiveModuli | Represents effective moduli of a slab item |
![]() | IEffectiveReinforcement2D | Represents an effective reinforcement of 2D element |
![]() | IElement1D | Represents a 1D solver element |
![]() | IElement2D | Represents a 2D solver element |
![]() | IElementEndForces | Represents forces acting on an element |
![]() | IElementOffsetDisplacements | Represents displacements at element offsets |
![]() | IEntityCollection | Represents collection of IModel entities |
![]() | IExtentOfCracking2D | Represents an extent of cracking of a 2D element |
![]() | ILoadingBuckling | Represents buckling results of a loading |
![]() | ILoadingRsaSeismic | Represents RSA seismic results of a loading |
![]() | ILoadingRsaTorque | Represents RSA torque results of a loading |
![]() | ILoadingVibration | Represents vibration results of a loading |
![]() | IMeshForces | Represents mesh forces |
![]() | IModel | Represents solver model of TSD |
![]() | IModelBase | Contains common functionality of Tekla Structural Designer solver models |
![]() | IMoment2D | Represents a moment on 2D element |
![]() | INodalDisplacement | Represents a displacement of a node |
![]() | INodalForce | Represents a force in a node |
![]() | INodalMeshForces | Represents nodal mesh forces |
![]() | INode | Represents a solver node |
![]() | INodeBuckling | Represents node buckling |
![]() | INodeVibration | Represents node vibration |
![]() | IPanel | Represents a solver panel |
![]() | IPercentagesOfOriginalStiffness2D | Represents percentages of original stiffness of a 2D element |
![]() | IPercentagesOfOriginalStiffnessStatic2D | Represents static (not event based) percentages of original stiffness of a 2D element |
![]() | IResultLine | Represents a result line |
![]() | IResultLineElement1DInfo | Represents an info about IElement1D associated with IResultLine |
![]() | IResultLineElement2DInfo | Represents an info about IElement2D associated with IResultLine |
![]() | IResultLineForces | Represents IResultLine forces |
![]() | IRsaAmplification | Represents RSA amplification |
![]() | IRsaMode | Represents response spectrum analysis mode |
![]() | IRsaSeismicResults | Represents seismic results of response spectrum analysis |
![]() | IRsaTorqueResults | Represents torque results of response spectrum analysis |
![]() | ISeismicVibrationResults | Represents results of seismic vibration analysis |
![]() | ISlabSequentialLoadingResults | Represents results of a Slab Sequential Loading Analysis |
![]() | IStation | Represents a station |
![]() | IStiffnessData | Represents stiffness data |
![]() | ISupportData | Represents additional data of a support |
![]() | ITemperatureAdjustedAges | Represents temperature adjusted ages |
![]() | IVibrationMass | Represents a vibration mass |
![]() | IVibrationMode | Represents a vibration mode |
![]() | IVibrationResults | Represents results of vibration analysis |
![]() | IWallLine | Represents a wall line |
![]() | IWallLineForces | Represents IWallLine forces |
![]() | IWallLineStationForces | Represents IWallLine forces at an IStation |
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Enumeration | Description | |
---|---|---|
![]() | AnalysisType | Represents various types of analysis |
![]() | DegreeOfFreedom | Represents degrees of freedom (is a flag enum!) |
![]() | Direction | Represents a direction |
![]() | ElementType | Represents the type of element |
![]() | ModalCombinationMethod | Represents modal combination method |
![]() | ModelEntityType | Represents types solver model entities |
![]() | PanelType | Represents types of solver panels |
![]() | PositionAroundResultLine | Represents the position around result line |
![]() | ResultLineSide | Represents side of a result line |
![]() | SpringStiffness | Represents the spring stiffness type |
![]() | SupportType | Represents support type |