Seismic Performance Assessment of Ordinary Moment Resisting Frame Equipped with Viscous Dampers under Pulse-Like Earthquakes

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Models name</td><td class="align_center" colspan="2">Type of structural system</td><td class="align_center">Number of stories</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">S1L</td><td class="align_center" rowspan="3">Steel moment frame</td><td class="align_center">Low-rise</td><td class="align_center">1–3</td></tr><tr><td class="align_left">S1M</td><td class="align_center">Mid-rise</td><td class="align_center">4–7</td></tr><tr><td class="align_left">S1H</td><td class="align_center">High-rise</td><td class="align_center">+8</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Different types of Steel moment frames in HAZUS MH-MR4 instruction.</div>

Shock and Vibration

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Table 4

Table 4: Seismic Performance Assessment of Ordinary Moment Resisting Frame Equipped with Viscous Dampers under Pulse-Like Earthquakes 