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

<table class="table-group" id="tab2"><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>y</sub>/kN</td><td class="align_center"><i>V</i><sub>m</sub>/kN</td><td class="align_center"><i>V</i><sub>m</sub><i>/V</i><sub>y</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">536.3</td><td class="align_center">711.2</td><td class="align_center">1.33</td></tr><tr><td class="align_left">DSCW-2</td><td class="align_center">620.1</td><td class="align_center">801.3</td><td class="align_center">1.29</td></tr><tr><td class="align_left">DSCW-3</td><td class="align_center">655.2</td><td class="align_center">863.6</td><td class="align_center">1.32</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Lateral load resisting capacity.</div>

Advances in Civil Engineering

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Table 2

Table 2: Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls 