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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Concrete grade</td><td class="align_center"><i>f</i><sub><i>cuk</i></sub> (MPa)</td><td class="align_center"><i>f</i><sub><i>ck</i></sub> (MPa)</td><td class="align_center"><i>E</i><sub><i>c</i></sub> (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">C40</td><td class="align_center">60.4</td><td class="align_center">45.3</td><td class="align_center">3.60 × 10<sup>4</sup></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>Note. f</i><sub><i>cuk</i></sub> is the compressive strength of concrete cubes; <i>f</i><sub><i>ck</i></sub> is the compressive strength of concrete prism; <i>E</i><sub><i>c</i></sub> is the elastic modulus of concrete.<br/></div></td></tr></table>

<div>Mechanical properties of the concrete.</div>

Advances in Civil Engineering

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Table 2

Table 2: Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes 