CFSWSWP: Difference between revisions
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| '''$width''' || SWP’s width (mm) | | '''$width''' || SWP’s width (mm) | ||
|- | |- | ||
| '''$fuf''' || Tensile strength of framing members (MPa) | |||
|- | |||
$fuf | | '''$tf''' || Framing thickness (mm) | ||
|- | |||
$tf | | '''$Ife''' || Moment of inertia of the double end-stud (mm4) | ||
|- | |||
$Ife | | '''$Ifi''' || Moment of inertia of the intermediate stud (mm4) | ||
|- | |||
$Ifi | | '''$ts''' || Sheathing thickness (mm) | ||
|- | |||
$ts | | '''$np''' || Sheathing number (one or two sides sheathed) | ||
|- | |||
$np | | '''$ds''' || Screws diameter (mm) | ||
|- | |||
$ds | | '''$Vs''' || Screws shear strength (N) | ||
|- | |||
$Vs | | '''$sc''' || Screw spacing on the sheathing perimeter (mm) | ||
|- | |||
$sc | | '''$nc''' || Total number of screw on the sheathing | ||
|- | |||
$nc | | '''$type''' || Integer identifier used to define wood sheathing type (DFP=1, OSB=2, CSP=3) | ||
|- | |||
$type | | '''$openingArea''' || Total area of openings (mm²) | ||
|- | |||
$openingArea | | '''$openingLength''' || Cumulative length of openings (mm) | ||
|- | |||
$openingLength | |||
---- | ---- | ||
Revision as of 16:09, 29 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 (CFS-SWP). 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 |
Code Developed by: Smail Kechidi and Nouredine Bourahla, University of Blida 1, Algeria
Images Developed by: Smail Kechidi, University of Blida 1
| $matTag | 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) |