Energy-Balance-Based Plastic Design and Seismic Fragility Analysis of Steel Plate Shear Wall Coupled with Steel Side Columns

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Floor level</td><td class="align_center"><i>t</i></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">1<sup>st</sup>−3<sup>rd</sup> stories</td><td class="align_center">3.0</td></tr><tr><td class="align_left">4<sup>th</sup>−7<sup>th</sup> stories</td><td class="align_center">2.5</td></tr><tr><td class="align_left">8<sup>th</sup>−10<sup>th</sup> stories</td><td class="align_center">2.0</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Steel infill plate thickness of W-10-0.3 (mm).</div>

Advances in Civil Engineering

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Table 2

Table 2: Energy-Balance-Based Plastic Design and Seismic Fragility Analysis of Steel Plate Shear Wall Coupled with Steel Side Columns 