Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center"><i>F</i><sub><i>y</i></sub> (MPa)</td><td class="align_center"><i>E</i><sub><i>s</i></sub> (GPa)</td><td class="align_center"><i>B</i></td><td class="align_center"><i>R</i><sub>0</sub></td><td class="align_center"><i>C</i><sub>R1</sub></td><td class="align_center"><i>C</i><sub>R2</sub></td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Steel</td><td class="align_center">400</td><td class="align_center">200</td><td class="align_center">0.01</td><td class="align_center">18</td><td class="align_center">0.925</td><td class="align_center">0.15</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Reinforcement steel properties.</div>

Advances in Civil Engineering

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Table 2

Table 2: Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments 