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 12</h2><div class="floats-full-page-caption"><div>Comparison of maximum acceleration amplification factor in the <i>Y</i> direction.</div></div><div class="floats-full-page-content"><table class="table-group" id="tab12"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr /></td></tr><tr class="thead"><td class="align_left" rowspan="2">Seismic intensity</td><td class="align_center" rowspan="2">Input seismic wave</td><td class="align_center" colspan="2">Maximum acceleration amplification factor</td></tr><tr class="thead"><td class="align_center">Experimental value</td><td class="align_center">Numerical value</td></tr><tr><td class="thead-hr" colspan="4"><hr /></td></tr><tr><td class="align_left" rowspan="3">Frequent 6</td><td class="align_center">El Centro</td><td class="align_center">5.90</td><td class="align_center">5.34</td></tr><tr><td class="align_center">Taft</td><td class="align_center">5.46</td><td class="align_center">5.13</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">4.94</td><td class="align_center">4.68</td></tr><tr><td class="align_left" colspan="4"><hr /></td></tr><tr><td class="align_left" rowspan="3">Moderate 6</td><td class="align_center">El Centro</td><td class="align_center">3.83</td><td class="align_center">4.01</td></tr><tr><td class="align_center">Taft</td><td class="align_center">3.44</td><td class="align_center">3.14</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">3.16</td><td class="align_center">3.11</td></tr><tr><td class="align_left" colspan="4"><hr /></td></tr><tr><td class="align_left" rowspan="3">Rare 6</td><td class="align_center">El Centro</td><td class="align_center">3.12</td><td class="align_center">3.26</td></tr><tr><td class="align_center">Taft</td><td class="align_center">2.29</td><td class="align_center">2.57</td></tr><tr><td class="align_center">Artificial</td><td class="align_center">2.68</td><td class="align_center">2.48</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 12 | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

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Table 12: Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

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Table 12

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<p><em>Shock and Vibration</em> publishes papers on all aspects of shock and vibration, especially in relation to civil, mechanical and aerospace engineering applications, as well as transport, materials and geoscience.&nbsp;</p>


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