Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

<div class="floats-full-page floats-full-page-other"><h2>Table 10</h2><div class="floats-full-page-caption"><div>Story drift of the structure under different seismic waves.</div></div><div class="floats-full-page-content"><table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr class="thead"><td class="align_left">Seismic intensity</td><td class="align_center">Seismic wave</td><td class="align_center">20<sup>th</sup> floor</td><td class="align_center">41<sup>st</sup> floor</td><td class="align_center">56<sup>th</sup> floor (top)</td></tr><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr><td class="align_left" rowspan="3">Frequent 6</td><td class="align_center">El Centro</td><td class="align_center">0.045</td><td class="align_center">0.069</td><td class="align_center">0.159</td></tr><tr><td class="align_center">Taft</td><td class="align_center">0.039</td><td class="align_center">0.06</td><td class="align_center">0.096</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">0.039</td><td class="align_center">0.054</td><td class="align_center">0.075</td></tr><tr><td class="align_left" colspan="5"><hr /></td></tr><tr><td class="align_left" rowspan="3">Moderate 6</td><td class="align_center">El Centro</td><td class="align_center">0.141</td><td class="align_center">0.189</td><td class="align_center">0.432</td></tr><tr><td class="align_center">Taft</td><td class="align_center">0.099</td><td class="align_center">0.165</td><td class="align_center">0.258</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">0.099</td><td class="align_center">0.177</td><td class="align_center">0.234</td></tr><tr><td class="align_left" colspan="5"><hr /></td></tr><tr><td class="align_left" rowspan="3">Rare 6</td><td class="align_center">El Centro</td><td class="align_center">0.255</td><td class="align_center">0.324</td><td class="align_center">0.603</td></tr><tr><td class="align_center">Taft</td><td class="align_center">0.219</td><td class="align_center">0.351</td><td class="align_center">0.48</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">0.276</td><td class="align_center">0.384</td><td class="align_center">0.519</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 10 | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

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Table 10: Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

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Table 10

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