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

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr class="thead"><td class="align_left">Earthquake wave</td><td class="align_center" colspan="3">El Centro</td><td class="align_center" colspan="3">Shanghai</td><td class="align_center" colspan="3">Tianjin</td></tr><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr><td class="align_left">SN</td><td class="align_center">26</td><td class="align_center">38</td><td class="align_center">54</td><td class="align_center">27</td><td class="align_center">39</td><td class="align_center">55</td><td class="align_center">28</td><td class="align_center">40</td><td class="align_center">56</td></tr><tr><td class="align_left">Maximum acceleration amplification factor</td><td class="align_center">2.21</td><td class="align_center">2.33</td><td class="align_center">1.49</td><td class="align_center">2.46</td><td class="align_center"><b>2.94</b></td><td class="align_center">1.84</td><td class="align_center">2.64</td><td class="align_center"><b>8.80</b></td><td class="align_center">4.7</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum amplification factor of the acceleration.</div>

Advances in Civil Engineering

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Table 9

Table 9: Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces 