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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Material</td><td class="align_center" colspan="2">Compression</td><td class="align_center" colspan="2">Tension</td></tr><tr class="thead"><td class="align_center">Stress <i>σ</i><sub>c</sub><sup>0</sup> (N/mm<sup>2</sup>)</td><td class="align_center">Strain <i>ε</i><sub>c</sub><sup>0</sup></td><td class="align_center">Stress <i>σ</i><sub>t</sub><sup>0</sup> (N/mm<sup>2</sup>)</td><td class="align_center">Strain <i>ε</i><sub>t</sub><sup>0</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Microconcrete</td><td class="align_center">10.47</td><td class="align_center">0.00126</td><td class="align_center">0.0015</td><td class="align_center">0.000065</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of the microconcrete.</div>

Advances in Civil Engineering

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Table 3

Table 3: Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces 