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

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Ultimate force (kN)</td><td class="align_center">Ultimate displacement (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Experiment (Shi et al.)</td><td class="align_center">220</td><td class="align_center">11</td></tr><tr><td class="align_left">ETabs</td><td class="align_center">219</td><td class="align_center">11.32</td></tr><tr><td class="align_left">OpenSees</td><td class="align_center">207</td><td class="align_center">11.92</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Results of software modeling and validation by the experiment of Shi et al.</div>

Shock and Vibration

tab8

Table 8

Table 8: Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake 