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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">No.</td><td class="align_center">Component</td><td class="align_center">Section (mm)</td><td class="align_center">Length (mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">Angle steel stiffener</td><td class="align_center">100 × 10</td><td class="align_center">920</td></tr><tr><td class="align_left">2</td><td class="align_center">Infilled steel plate</td><td class="align_center">920 × 3</td><td class="align_center">900</td></tr><tr><td class="align_left">3</td><td class="align_center">Concrete slab</td><td class="align_center" colspan="2">820 × 740 × 45</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Dimensions of the components in the finite element model.</div>

Shock and Vibration

tab1

Table 1

Table 1: Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall 