Impact of Wall Configurations on Seismic Fragility of Steel-Sheathed Cold-Formed Steel-Framed Buildings

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Building</td><td class="align_center"><i>m</i><sub><i>R</i></sub> (IO)</td><td class="align_center"><i>m</i><sub><i>R</i></sub> (SD)</td><td class="align_center"><i>m</i><sub><i>R</i></sub> (CP)</td><td class="align_center"><i>β</i><sub><i>R</i></sub></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">S-1</td><td class="align_center">0.683</td><td class="align_center">1.220</td><td class="align_center">1.707</td><td class="align_center">0.542</td></tr><tr><td class="align_left">S-2</td><td class="align_center">0.476</td><td class="align_center">1.078</td><td class="align_center">1.505</td><td class="align_center">0.546</td></tr><tr><td class="align_left">S-3</td><td class="align_center">0.648</td><td class="align_center">1.307</td><td class="align_center">1.942</td><td class="align_center">0.537</td></tr><tr><td class="align_left">S-4</td><td class="align_center">0.839</td><td class="align_center">1.554</td><td class="align_center">2.281</td><td class="align_center">0.529</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Fragility parameters of the CFSF buildings.</div>

Advances in Civil Engineering

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Table 4

Table 4: Impact of Wall Configurations on Seismic Fragility of Steel-Sheathed Cold-Formed Steel-Framed Buildings 