Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Key sections</td><td class="align_center"><i>E</i><sub>0.03</sub></td><td class="align_center"><i>E</i><sub>0.06</sub></td><td class="align_center"><i>E</i><sub>0.09</sub></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Section R-A</td><td class="align_center">0.7824</td><td class="align_center">0.4524</td><td class="align_center">0.2058</td></tr><tr><td class="align_left">Section R-C</td><td class="align_center">0.9374</td><td class="align_center">0.8491</td><td class="align_center">0.7495</td></tr><tr><td class="align_left">Section R-F</td><td class="align_center">0.9523</td><td class="align_center">0.9028</td><td class="align_center">0.7642</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The expected values for given earthquake intensities.</div>

Advances in Civil Engineering

tab8

Table 8

Table 8: Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge 