Fragility of Bridge Columns under Vehicle Impact Using Risk Analysis

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Element type</td><td class="align_center" colspan="3">Support rotation <i>θ</i> (°)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left" rowspan="2">Beam-columns</td><td class="align_center">Response low (RL)</td><td class="align_center">Response moderate (RM)</td><td class="align_center">Response high (RH)</td></tr><tr><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">4</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Response limits for reinforced concrete.</div>

Advances in Civil Engineering

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Table 5

Table 5: Fragility of Bridge Columns under Vehicle Impact Using Risk Analysis 