Element Command: Difference between revisions
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**[[Standard Brick Element]] | **[[Standard Brick Element]] | ||
**[[Bbar Brick Element]] | **[[Bbar Brick Element]] | ||
**[[Twenty Node Brick Element]] | **[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/734.htm Twenty Node Brick Element] | ||
**[[ Twenty Seven Node Brick Element]] | |||
*up Elements | *up Elements | ||
**[[ | **[[Quad u-p Element]] | ||
**[[Brick u-p Element]] | **[[Brick u-p Element]] | ||
**[[ | **[[Brick Large Displacement u-p Element]] | ||
**[[bbarQuad u-p Element]] | |||
**[[bbarBrick u-p Element]] | |||
**[[Twenty Node Brick u-p Element]] | |||
**[[Nine Four Node Quad u-p Element]] | |||
**[[Twenty Eight Node Brick u-p Element]] | |||
*upU elements | *upU elements | ||
**[ | **[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/735.htm Eight Node Brick u-p-U Element ] | ||
**[ | **[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/735.htm Twenty Node Brick u-p-U Element] | ||
* misc | * misc | ||
**[[ShallowFoundationGen]] | **[[ShallowFoundationGen]] |
Revision as of 00:18, 2 April 2010
- 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
- Joint Elements
- Bearing Elements
- Quadrilateral Elements
- Brick Elements
- up Elements
- misc