Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">Concrete strengths</td><td class="align_center">Reinforcement type</td><td class="align_center">Diameter of the reinforcement (mm)</td><td class="align_center">Axial compression ratios</td><td class="align_center">Thickness of the protective layer (mm)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">+Z-1</td><td class="align_center">C50</td><td class="align_center">HRB500</td><td class="align_center">16</td><td class="align_center">0.39</td><td class="align_center">25</td></tr><tr><td class="align_left">TZ-2</td><td class="align_center">C40</td><td class="align_center">HRB335</td><td class="align_center">12</td><td class="align_center">0.18</td><td class="align_center">20</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame 