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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Site</td><td class="align_center">Coordinates</td><td class="align_center">Soil type (2800)</td><td class="align_center">Soil type (NEHRP)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">2</td><td class="align_center">(51.42E, 35.64N)</td><td class="align_center">III</td><td class="align_center">D</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Coordinates and soil type of the selected site.</div>

Shock and Vibration

tab1

Table 1

Table 1: Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake 