Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Floor</td><td class="align_center" colspan="3">Additional mass (t)</td></tr><tr class="thead"><td class="align_center">Braced-frame</td><td class="align_center">Frame</td><td class="align_center">Shear wall</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1～9</td><td class="align_center">0.55</td><td class="align_center">0.35</td><td class="align_center">0.5</td></tr><tr><td class="align_left">10</td><td class="align_center">1.5</td><td class="align_center">1.0</td><td class="align_center">1.4</td></tr><tr><td class="align_left">Mass on each part</td><td class="align_center">6.45</td><td class="align_center">4.15</td><td class="align_center">5.9</td></tr><tr><td class="align_left">Total mass</td><td class="align_center" colspan="3">16.45</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab5

Table 5

Table 5: Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces 