Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls

<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">Specimens</td><td class="align_center"><i>V</i><sub>m,FE</sub>/KN</td><td class="align_center">Δ<sub>u,FE</sub>/mm</td><td class="align_center"><i>V</i><sub>m,FE</sub>/<i>V</i><sub>m</sub></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">DSCW-1</td><td class="align_center">715.2</td><td class="align_center">13.2</td><td class="align_center">1.01</td></tr><tr><td class="align_left">DSCW-2</td><td class="align_center">787.3</td><td class="align_center">14.5</td><td class="align_center">0.98</td></tr><tr><td class="align_left">DSCW-3</td><td class="align_center">830.6</td><td class="align_center">12.8</td><td class="align_center">0.97</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Lateral load resisting capacity and displacement of FE specimens.</div>

Advances in Civil Engineering

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Table 5

Table 5: Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls 