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="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Comparison of isolation schemes</td><td class="align_center">Isolation period</td><td class="align_center">Earthquake reduction coefficient</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Natural rubber bearing + lead rubber bearing</td><td class="align_center">4.49</td><td class="align_center">0.484</td></tr><tr><td class="align_left">Natural rubber + lead rubber bearing + elastic slide plate support</td><td class="align_center">4.77</td><td class="align_center">0.445</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of different isolation schemes.</div>

Mathematical Problems in Engineering

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Table 6

Table 6: Research on Structural Design of an Isolated High-Rise Building with Enlarged Base and Multiple Tower Layer in High-Intensity Area 