Finite Element Analysis Model Design on the Mechanical Properties of Prefabricated Shear Wall Structure

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Structural system</td><td class="align_center">Δ<i>μ</i>∕<i>h</i> limit</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Frame</td><td class="align_center">1/550</td></tr><tr><td class="align_left">Frame-shear wall, frame-core tube, and flat plate-column-shear wall</td><td class="align_center">1/800</td></tr><tr><td class="align_left">Tube in tube, shear wall</td><td class="align_center">1/1000</td></tr><tr><td class="align_left">The transformation layer other than the frame structure</td><td class="align_center">1/1000</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ratio of maximum horizontal displacement to height.</div>

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Table 1

Table 1: Finite Element Analysis Model Design on the Mechanical Properties of Prefabricated Shear Wall Structure 