CFSWSWP: Difference between revisions
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| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial CFSWSWP $tag $height $width $fut $tf $Ife $Ifi $ts $np $ds $Vs $sc $nc $type $openingArea $openingLength''' | | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial CFSWSWP $tag $height $width $fut $tf $Ife $Ifi $ts $np $ds $Vs $sc $nc $type $openingArea $openingLength''' | ||
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$tag Integer identifier used to tag the material model | $tag Integer identifier used to tag the material model | ||
Revision as of 01:50, 27 January 2015
- 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 uniaxialMaterial model that simulates the hysteresis response (Shear strength-Lateral displacement) of a wood sheathed cold-formed steel shear wall panel. The hysteresis model has smooth curves and takes into account the strength and stiffness degradation, as well as pinching effect.
| uniaxialMaterial CFSWSWP $tag $height $width $fut $tf $Ife $Ifi $ts $np $ds $Vs $sc $nc $type $openingArea $openingLength |
$tag Integer identifier used to tag the material model
$height SWP’s height (mm)
$width SWP’s width (mm)
$fuf Tensile strength of framing members (MPa)
$tf Framing thickness (mm)
$Ife Moment of inertia of the double end-stud (mm4)
$Ifi Moment of inertia of the intermediate stud (mm4)
$ts Sheathing thickness (mm)
$np Sheathing number (one or two sides sheathed)
$ds Screws diameter (mm)
$Vs Screws shear strength (N)
$sc Screw spacing on the sheathing perimeter (mm)
$nc Total number of screw on the sheathing
$type Integer identifier used to define wood sheathing type (DFP=1, OSB=2, CSP=3)
$openingArea Total area of openings (mm²)
$openingLength Cumulative length of openings (mm)