Frame3D Namespace |
Class | Description | |
---|---|---|
![]() | CableElementSection |
Section object for Cable elements
|
![]() | CableElementUniformLoad |
Uniform loads collection for super cable element
|
![]() | CableSuperElement |
Cable element
|
![]() | CableUniformLoad |
Uniform load class for super cable element
|
![]() | FloorDiaphragm |
Diaphragm object between nodes
|
![]() | Frame3DException | |
![]() | FrameElementSection |
Section object for Frame elements
|
![]() | FrameElementSectionModifiers |
Class that contains the stiffness modifiers of a frame element section
|
![]() | FrameSuperElement |
Super frame element
|
![]() | FrameSuperElementPointLoad |
Point loads collection for super frame element
|
![]() | FrameSuperElementUniformLoad |
Uniform loads collection for super frame element
|
![]() | FrameSuperUniformLoad |
Uniform load class for super frame element
|
![]() | GeometricNonLinearCase | |
![]() | LinearLoadCaseForFloorDiaphragm |
Load Case class (linear), for example DEAD, LIVE etc. for a floor diaphragm
|
![]() | LinearLoadCaseForSuperFrameElement |
Load Case class (linear), for example DEAD, LIVE etc. for super frame element
|
![]() | LinearLoadCaseForSuperNode |
Load Case class (linear), for example DEAD, LIVE etc. for a node
|
![]() | LinearLoadCaseForSuperShellElement |
Load Case class (linear), for example DEAD, LIVE etc. for super shell element
|
![]() | LoadCaseForSuperCableElement |
Load Case class (linear), for example DEAD, LIVE etc. for super frame element
|
![]() | LoadCaseWithFactor |
Represents a load case with its corresponding factor for a load combination
|
![]() | LoadCombination |
Represents a load combination
|
![]() | LoadCombinationItem |
Specifies an item that can be included in a load combination (load case with a factor or another load combination with a factor)
|
![]() | LoadCombinationWithFactor |
Represents a load combination with its corresponding factor that is to be used in another another load combination
|
![]() | Material |
Material class
|
![]() | MemberReleases |
Degrees of freedom releases at an element node with respect to the local coordinate system of an element
|
![]() | Model |
Represents the entire static model
|
![]() | ResponseSpectrumCase |
Represents a response spectrum case for a given ground acceleration direction
|
![]() | ResponseSpectrumFunction |
Represents a response spectrum function
|
![]() | ShellSuperElementTriangular |
Trianglular shell element
|
![]() | ShellSuperElementUniformLoad |
Uniform loads collection for super shell element
|
![]() | ShellSuperUniformLoad |
Uniform load class for super frame element
|
![]() | SuperNode |
A super node represents a node in 3d space
|
![]() | SuperPointLoad |
Point load class for super frame element
|
![]() | TimeHistoryCase |
Represents a time history case for a given ground acceleration direction
|
![]() | TimeHistoryFunction |
Represents a time history function
|
Delegate | Description | |
---|---|---|
![]() | ModelChangedEnumEventHandler | |
![]() | ModelChangedEventHandler | |
![]() | ModelIncrementProgressBarEventHandler |
Enumeration | Description | |
---|---|---|
![]() | ComboType |
Defines how the different load cases that belong to a load combination will be combined
|
![]() | CoordinateSystem | |
![]() | Face | |
![]() | Frame3DExceptionErrorType | |
![]() | GeometricNonLinearCaseUpdateStiffnessMatrixMethod |
Enumerator with all possible cases for the update of the global stiffness matrix
|
![]() | GroundMotionDirection | |
![]() | LoadCaseType |
Load case type
|
![]() | LoadCombinationItem_Type |
Type of a load combination item
|
![]() | LoadCordinateSystem |
Defines whether loads given with respect to the local or global coordinate system
|
![]() | LoadDefinitionFromStartingNode |
Defines how loads are given with respect to the starting node of the super frame element
|
![]() | MemberType |
Frame element type (Not used in analysis, for reference only)
|
![]() | ModeComboType | |
![]() | ModelAnalysisInfo | |
![]() | ShellResultsLocation | |
![]() | ShellTriangularResultsLocation |