The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen number</td><td class="align_center">Steel style</td><td class="align_center">Shear span ratio</td><td class="align_center">Experimental axial compression ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">SRUHSC-RC-N25-I3</td><td class="align_center">I10</td><td class="align_center">3</td><td class="align_center">0.25</td></tr><tr><td class="align_left">SRUHSC-RC-N38-I3</td><td class="align_center">I10</td><td class="align_center">3</td><td class="align_center">0.38</td></tr><tr><td class="align_left">SRUHSC-RC-N45-I3</td><td class="align_center">I10</td><td class="align_center">3</td><td class="align_center">0.45</td></tr><tr><td class="align_left">SRUHSC-RC-N38-I2</td><td class="align_center">I10</td><td class="align_center">2</td><td class="align_center">0.38</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><i>Notes</i>. SRUHSC and RC stand for steel reinforced ultrahigh strength column and reinforced concrete beam, respectively; I2 stands for 10 style steel and shear span ratio of 2 (others are equivalent to a value of 3); N stands for the axial compression ratio.<br/></td></tr></table>

Advances in Materials Science and Engineering

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Table 4

Table 4: The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame 