Research on Structural Design of an Isolated High-Rise Building with Enlarged Base and Multiple Tower Layer in High-Intensity Area

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Interstory displacement angle</td><td class="align_center"><i>X</i> direction</td><td class="align_center"><i>Y</i> direction</td><td class="align_center">Limits</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Tower A</td><td class="align_center">1/166</td><td class="align_center">1/172</td><td class="align_center">1/100</td></tr><tr><td class="align_left">Tower B</td><td class="align_center">1/142</td><td class="align_center">1/181</td><td class="align_center">1/100</td></tr><tr><td class="align_left">Podium</td><td class="align_center">1/221</td><td class="align_center">1/294</td><td class="align_center">1/200</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Interstory displacement angle of structure under rare earthquake.</div>

Mathematical Problems in Engineering

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Table 5

Table 5: Research on Structural Design of an Isolated High-Rise Building with Enlarged Base and Multiple Tower Layer in High-Intensity Area 