Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Material type</td><td class="align_center">Thickness (mm)</td><td class="align_center"><i>f</i><sub><i>y</i></sub> (MPa)</td><td class="align_center"><i>f</i><sub><i>u</i></sub> (MPa)</td><td class="align_center"><i>E</i><sub><i>s</i></sub> (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Steel plate mesh</td><td class="align_center">3</td><td class="align_center">208</td><td class="align_center">313</td><td class="align_center">1.68 × 10<sup>5</sup></td></tr><tr><td class="align_left">CFRP</td><td class="align_center">0.167</td><td class="align_center">–</td><td class="align_center">3471</td><td class="align_center">2.31 × 10<sup>5</sup></td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of strengthening material.</div>

Advances in Civil Engineering

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Table 4

Table 4: Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes 