Seismic Performance of CFST Frame-Steel Plate Shear Walls Connected to Beams Only

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"><i>H</i> (mm)</td><td class="align_center"><i>L</i> (mm) <i>L</i><sub>1</sub> (mm) <i>t</i> (mm)</td><td class="align_center"><i>D </i>×<i> t</i> (mm)</td><td class="align_center">Middle beam (mm)</td><td class="align_center">Top and bottom beam (mm)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1500</td><td class="align_center">2000 1100 3</td><td class="align_center">219  ×  4</td><td class="align_center">H194 × 150 × 6 × 9</td><td class="align_center">H300 × 150 × 6 × 9</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>Note.</i> The Chinese designation of <i>H</i> shapes corresponds to the United States designation of <i>W</i> shapes and reflects member depth, width, web thickness, and flange thickness (unit in mm), respectively. The columns were CFSTs, the steel tube with a diameter of <i>D</i> and depth of <i>t</i> (unit in mm).<br/></div></td></tr></table>

Shock and Vibration

tab1

Table 1

Table 1: Seismic Performance of CFST Frame-Steel Plate Shear Walls Connected to Beams Only 