Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Frame</td><td align="center"><svg height="15.7" id="M121" style="vertical-align:-3.13504pt" version="1.1" viewbox="0 0 17.775 15.7" width="17.775" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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<g transform="matrix(.012,-0,0,-.012,11.388,15.637)"><path d="M384 0h-275v27q67 5 81.5 18.5t14.5 68.5v385q0 38 -7.5 47.5t-40.5 10.5l-48 2v24q85 15 178 52v-521q0 -55 14.5 -68.5t82.5 -18.5v-27z" id="x31"></path></g>
</svg> (s)</td><td align="center"><span style="width: 25.174999px;"><svg height="12.95" id="M122" style="vertical-align:-3.25792pt" version="1.1" viewbox="0 0 25.174999 12.95" width="25.174999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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<g transform="matrix(.012,-0,0,-.012,8.575,12.713)"><path d="M614 175l29 -10q-33 -109 -57 -154q-121 -26 -184 -26q-90 0 -160.5 29t-112.5 77t-63.5 105.5t-21.5 119.5q0 157 108 253t277 96q36 0 71.5 -5t69 -13.5t36.5 -8.5q15 -102 20 -150l-29 -8q-20 79 -66.5 114t-128.5 35q-119 0 -187.5 -86t-68.5 -207
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</svg></span></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">F4</td><td align="center">0.90</td><td align="center">0.032</td></tr><tr><td align="left">F6</td><td align="center">1.07</td><td align="center">0.029</td></tr><tr><td align="left">F8</td><td align="center">1.20</td><td align="center">0.026</td></tr><tr><td align="left">F10</td><td align="center">1.37</td><td align="center">0.023</td></tr><tr><td align="left">F14</td><td align="center">1.91</td><td align="center">0.018</td></tr><tr><td align="left">F18</td><td align="center">2.53</td><td align="center">0.023</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The Scientific World Journal

tab3

Table 3

Table 3: Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design 