Experimental Study on the Seismic Performance of Insulated Single-Sided Composite Shear Walls under Different Shear Spans and Axial Compression Ratios

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Expansion angle</td><td class="align_center">Offset value, <i>ε</i></td><td class="align_center">Fb<sub>0</sub>/fc<sub>0</sub></td><td class="align_center"><i>K</i></td><td class="align_center">Viscosity coefficient, <i>η</i></td><td class="align_center">Poisson’s ratio, <i>μ</i></td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">30</td><td class="align_center">0.1</td><td class="align_center">1.16</td><td class="align_center">0.667</td><td class="align_center">0.005</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Concrete elastoplastic parameters.</div>

Advances in Civil Engineering

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Table 4

Table 4: Experimental Study on the Seismic Performance of Insulated Single-Sided Composite Shear Walls under Different Shear Spans and Axial Compression Ratios 

Table 4 | Experimental Study on the Seismic Performance of Insulated Single-Sided Composite Shear Walls under Different Shear Spans and Axial Compression Ratios 