CFSWSWP: Difference between revisions

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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.
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.

Revision as of 01:48, 27 January 2015




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)