TSD. |
This namespace contains interfaces related to solver model.
Interfaces
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 | |
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 |
Enumerations
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 |