Seismic Performance-Based Evaluation of Cold-Rolled Steel Structures

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="5">Uncertainty</td><td class="align_center" rowspan="2">Type II</td></tr><tr class="thead"><td class="align_left">Dimensions</td><td class="align_center">Geometry</td><td class="align_center">Live load</td><td class="align_center">E</td><td class="align_center">Spectralacceleration</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">−0.11</td><td class="align_left">0.23</td><td class="align_left">0.93</td><td class="align_left">0.23</td><td class="align_left">0.11</td><td class="align_center">FOSM</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Results of the significance of uncertainties scale in FOSM analysis of type II headed frames.</div>

Shock and Vibration

tab5

Table 5

Table 5: Seismic Performance-Based Evaluation of Cold-Rolled Steel Structures 