Element Command: Difference between revisions
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**[[zeroLengthContactNTS2D]] | **[[zeroLengthContactNTS2D]] | ||
**[[zeroLengthInterface2D]] | **[[zeroLengthInterface2D]] | ||
**[[ zeroLengthImpact3D ]] | |||
* Truss Elements | * Truss Elements | ||
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**[[Elastic Beam Column Element]] | **[[Elastic Beam Column Element]] | ||
**[[Elastic Beam Column Element with Stiffness Modifiers]] | **[[Elastic Beam Column Element with Stiffness Modifiers]] | ||
**[[Elastic Timoshenko Beam Column Element]] | |||
**[[Beam With Hinges Element]] | **[[Beam With Hinges Element]] | ||
**[[Displacement-Based Beam-Column Element]] | **[[Displacement-Based Beam-Column Element]] | ||
**[[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 | ||
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*Bearing Elements | *Bearing Elements | ||
**[[Elastomeric Bearing Element]] | **[[Elastomeric Bearing (Plasticity) Element]] | ||
**[[Elastomeric Bearing (Bouc-Wen) Element]] | |||
**[[Flat Slider Bearing Element]] | **[[Flat Slider Bearing Element]] | ||
**[[Single Friction Pendulum Bearing Element]] | **[[Single Friction Pendulum Bearing Element]] | ||
**[[Triple Friction Pendulum Bearing Element| TFP Bearing]] | **[[Triple Friction Pendulum Bearing Element| TFP Bearing]] | ||
**[[Triple Friction Pendulum]] | **[[Triple Friction Pendulum Element]] | ||
**[[MultipleShearSpring Element]] | |||
**[[KikuchiBearing Element]] | |||
**[[YamamotoBiaxialHDR Element]] | |||
**[[ElastomericX]] | |||
**[[LeadRubberX]] | |||
**[[HDR]] | |||
**[[RJ-Watson EQS Bearing Element]] | |||
**[[FPBearingPTV]] | |||
*Quadrilateral Elements | *Quadrilateral Elements | ||
**[[Quad Element]] | **[[Quad Element]] | ||
**[[Shell Element]] | **[[Shell Element]] | ||
**[[ShellDKGQ]] | |||
**[[ShellNLDKGQ]] | |||
**[[ShellNL]] | **[[ShellNL]] | ||
**[[Bbar Plane Strain Quadrilateral Element]] | **[[Bbar Plane Strain Quadrilateral Element]] | ||
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*Triangular Elements | *Triangular Elements | ||
**[[Tri31 Element]] | **[[Tri31 Element]] | ||
**[[ShellDKGT]] | |||
**[[ShellNLDKGT]] | |||
*Brick Elements | *Brick Elements | ||
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**[[SSPbrick Element]] | **[[SSPbrick Element]] | ||
*u-p Elements | *Tetrahedron Elements | ||
**[[Four Node Quad u-p Element]] | **[[FourNodeTetrahedron]] | ||
**[[Brick u-p Element]] | |||
*u-p Elements | |||
**UC San Diego u-p element (saturated soil) | |||
***[[Four Node Quad u-p Element]] | |||
***[[Brick u-p Element]] | |||
***[[bbarQuad u-p Element]] | |||
***[[bbarBrick u-p Element]] | |||
***[[Nine Four Node Quad u-p Element]] | |||
***[[Twenty Eight Node Brick u-p Element]] | |||
**[[Twenty Node Brick u-p Element]] | |||
**[[Brick Large Displacement u-p Element]] | **[[Brick Large Displacement u-p Element]] | ||
**[[SSPquadUP Element]] | **[[SSPquadUP Element]] | ||
**[[SSPbrickUP Element]] | **[[SSPbrickUP Element]] | ||
| Line 91: | Line 112: | ||
**[[ShallowFoundationGen]] | **[[ShallowFoundationGen]] | ||
**[[SurfaceLoad Element]] | **[[SurfaceLoad Element]] | ||
**[[VS3D4]] | |||
**[[AC3D8]] | |||
**[[ASI3D8]] | |||
**[[AV3D4]] | |||
* Contact Elements | * Contact Elements | ||
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**[[BeamContact3D|BeamContact3D Element]] | **[[BeamContact3D|BeamContact3D Element]] | ||
**[[BeamEndContact3D|BeamEndContact3D Element]] | **[[BeamEndContact3D|BeamEndContact3D Element]] | ||
**[[ 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
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- element
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- block commands
- region
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- 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