Element Command: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
(12 intermediate revisions by 5 users not shown) | |||
Line 44: | Line 44: | ||
**[[Force-Based Beam-Column Element]] | **[[Force-Based Beam-Column Element]] | ||
**[[Flexure-Shear Interaction Displacement-Based Beam-Column Element]] | **[[Flexure-Shear Interaction Displacement-Based Beam-Column Element]] | ||
**[[MVLEM - Multiple-Vertical-Line-Element-Model for RC Walls]] | |||
**[[SFI_MVLEM - Cyclic Shear-Flexure Interaction Model for RC Walls]] | |||
*Joint Elements | *Joint Elements | ||
Line 67: | Line 69: | ||
**[[HDR]] | **[[HDR]] | ||
**[[RJ-Watson EQS Bearing Element]] | **[[RJ-Watson EQS Bearing Element]] | ||
**[[FPBearingPTV]] | |||
*Quadrilateral Elements | *Quadrilateral Elements | ||
Line 80: | Line 83: | ||
*Triangular Elements | *Triangular Elements | ||
**[[Tri31 Element]] | **[[Tri31 Element]] | ||
**[[ShellDKGT]] | |||
**[[ShellNLDKGT]] | |||
*Brick Elements | *Brick Elements | ||
Line 87: | Line 92: | ||
**[[Twenty Seven Node Brick Element]] | **[[Twenty Seven Node Brick Element]] | ||
**[[SSPbrick Element]] | **[[SSPbrick Element]] | ||
*Tetrahedron Elements | |||
**[[FourNodeTetrahedron]] | |||
*u-p Elements | *u-p Elements | ||
Line 105: | Line 113: | ||
**[[SurfaceLoad Element]] | **[[SurfaceLoad Element]] | ||
**[[VS3D4]] | **[[VS3D4]] | ||
**[[AC3D8]] | |||
**[[ASI3D8]] | |||
**[[AV3D4]] | |||
* Contact Elements | * Contact Elements | ||
Line 113: | Line 124: | ||
**[[BeamEndContact3D|BeamEndContact3D Element]] | **[[BeamEndContact3D|BeamEndContact3D Element]] | ||
**[[ zeroLengthImpact3D ]] | **[[ zeroLengthImpact3D ]] | ||
* Cable Elements | |||
** [[CatenaryCableElement|CatenaryCable Element]] |
Latest revision as of 18:44, 8 June 2018
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct an element and add it to the Domain.
element eleType? arg1? ... |
The type of element created and the additional arguments required depends on the eleType? provided in the command.
NOTE:
The valid queries to any element when creating an ElementRecorder are documented in the NOTES section for each element.
The following contain information about eleType? and the args required for each of the available element types:
- Zero-Length Elements
- Truss Elements
- Beam-Column Elements
- Elastic Beam Column Element
- Elastic Beam Column Element with Stiffness Modifiers
- Elastic Timoshenko Beam Column Element
- Beam With Hinges Element
- Displacement-Based Beam-Column Element
- Force-Based Beam-Column Element
- Flexure-Shear Interaction Displacement-Based Beam-Column Element
- MVLEM - Multiple-Vertical-Line-Element-Model for RC Walls
- SFI_MVLEM - Cyclic Shear-Flexure Interaction Model for RC Walls
- Joint Elements
- Link Elements
- Bearing Elements
- Elastomeric Bearing (Plasticity) Element
- Elastomeric Bearing (Bouc-Wen) Element
- Flat Slider Bearing Element
- Single Friction Pendulum Bearing Element
- TFP Bearing
- Triple Friction Pendulum Element
- MultipleShearSpring Element
- KikuchiBearing Element
- YamamotoBiaxialHDR Element
- ElastomericX
- LeadRubberX
- HDR
- RJ-Watson EQS Bearing Element
- FPBearingPTV
- Quadrilateral Elements
- Triangular Elements
- Brick Elements
- Tetrahedron Elements
- u-p Elements
- UC San Diego u-p element (saturated soil)
- Twenty Node Brick u-p Element
- Brick Large Displacement u-p Element
- SSPquadUP Element
- SSPbrickUP Element
- Contact Elements
- Cable Elements