Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake

<table class="table-group" id="tab12"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="3">Target reliability (conditional probability of failure) by the MCE<sub><i>r</i></sub> shaking hazard (%)</td></tr><tr class="thead"><td class="align_left">Risk category</td><td class="align_center">For structural stability</td><td class="align_center">For noncritical members</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">I, II</td><td class="align_center">10</td><td class="align_center">25</td></tr><tr><td class="align_left">III</td><td class="align_center">5</td><td class="align_center">15</td></tr><tr><td class="align_left">IV</td><td class="align_center">2.5</td><td class="align_center">9</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Probability of collapse for important members in structural stability and noncritical members [<a href="/journals/sv/2021/2323758/#B13" target="_blank">13</a>].</div>

Shock and Vibration

tab12

Table 12

Table 12: Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake 