CFSWSWP: Difference between revisions
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This command is used to construct a uniaxial | {{CommandManualMenu}} | ||
This command is used to construct a uniaxial material model to model the material hysterisis of a wood sheathed cold-formed steel shear wall panel | |||
{| | {| | ||
style="background:yellow; color:black; width:800px" | '''uniaxialMaterial $tag $height $width $fut $tf $Ife $Ifi $ts $np $ds $Vs $sc $nc $type $openingArea $openingLength''' | |||
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[http://opensees.berkeley.edu/OpenSees/doc/CFSWSWPandCFSSSWP.pdf see document] | [http://opensees.berkeley.edu/OpenSees/doc/CFSWSWPandCFSSSWP.pdf see document] | ||
Revision as of 18:04, 16 December 2014
- 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 a uniaxial material model to model the material hysterisis of a wood sheathed cold-formed steel shear wall panel