Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Storey level</td><td class="align_center">Separation distance (mm)</td><td class="align_center">Pounding force (kN)</td><td class="align_center">Time (s)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">4th</td><td class="align_center">30</td><td class="align_center">2289.81</td><td class="align_center">4.74</td></tr><tr><td class="align_left">4th</td><td class="align_center">170</td><td class="align_center">1920.70</td><td class="align_center">4.93</td></tr><tr><td class="align_left">4th</td><td class="align_center">300</td><td class="align_center">1366.15</td><td class="align_center">5.24</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Effect of different seismic gaps on the pounding force at the pounding level.</div>

Advances in Civil Engineering

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Table 8

Table 8: Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations 