Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Structural height</td><td class="align_center" colspan="4">Limit states</td></tr><tr class="thead"><td class="align_center">LS<sub>1</sub></td><td class="align_center">LS<sub>2</sub></td><td class="align_center">LS<sub>3</sub></td><td class="align_center">LS<sub>4</sub></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">≤150 m</td><td class="align_center">1/800</td><td class="align_center">1/400</td><td class="align_center">1/200</td><td class="align_center">1/100</td></tr><tr><td class="align_left">≥250 m</td><td class="align_center">1/500</td><td class="align_center">1/250</td><td class="align_center">1/150</td><td class="align_center">1/100</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Interlayer drift limits of the frame-core tube structure and the hybrid structure.</div>

Advances in Civil Engineering

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Table 8

Table 8: Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence 