Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">θ (°)</td><td class="align_center">ε</td><td class="align_center">σb0/σc0</td><td class="align_center">kc</td><td class="align_center">γ</td></tr><tr><td class="thead-hr" colspan="5"><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">0.6667</td><td class="align_center">0.005</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>θ is the dilation angle; ε is the eccentricity; σb0 is the initial equivalent biaxial compression strength; σc0 is the initial uniaxial compression strength; kc is the stress ratio; and γ is the viscosity parameter. </div></td></tr></table>

<div>Plastic coefficients of concrete.</div>

Shock and Vibration

tab2

Table 2

Table 2: Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall 