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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_center" rowspan="2">Dissipative coefficient <i>h</i><sub>e</sub></td><td class="align_center">DSCW-1</td><td class="align_center">DSCW-2</td><td class="align_center">DSCW-3</td></tr><tr><td class="align_center">0.196</td><td class="align_center">0.249</td><td class="align_center">0.238</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Equivalent viscous damping coefficient.</div>

Advances in Civil Engineering

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Table 4

Table 4: Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls 