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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Damage interval</td><td class="align_center"><span style="width: 14.4959ptpx;"><svg height="11.8174pt" id="M25" style="vertical-align:-3.1815pt" version="1.1" viewbox="-0.0498162 -8.6359 14.4959 11.8174" width="14.4959pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M405 650H141L135 622C222 616 230 610 215 535L133 116C118 41 113 33 29 28L23 0H289L295 28C209 33 205 40 219 116L298 535C312 609 317 616 399 622L405 650Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,4.719,3.132)"><path d="M43 650V622C120 616 128 612 128 526V124C128 39 120 33 34 27V0H270C392 0 492 25 567 83C643 141 690 230 690 350C690 444 655 517 605 565C543 625 450 650 323 650H43ZM213 547C213 587 217 598 226 604C236 612 262 617 304 617C371 617 429 604 474 576C554 529 592 439 592 336C592 176 505 36 319 36C246 36 213 55 213 131V547Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,11.408,3.132)"><path d="M135 536C164 536 186 560 186 587C186 617 164 639 136 639C109 639 85 617 85 587C85 560 109 536 135 536ZM252 0V26C188 32 181 38 181 106V451C138 433 90 420 39 412V388C99 379 102 374 102 312V106C102 38 95 32 32 26V0H252Z"></path></g></svg></span></td><td class="align_center"><i>Sa</i> = 0.03 g</td><td class="align_center"><i>Sa</i> = 0.06 g</td><td class="align_center"><i>Sa</i> = 0.09 g</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>D</i><sub>0</sub></td><td class="align_center">0.989</td><td class="align_center">0.638</td><td class="align_center">0.402</td><td class="align_center">0.277</td></tr><tr><td class="align_left"><i>D</i><sub>1</sub></td><td class="align_center">0.924</td><td class="align_center">0.287</td><td class="align_center">0.347</td><td class="align_center">0.272</td></tr><tr><td class="align_left"><i>D</i><sub>2</sub></td><td class="align_center">0.622</td><td class="align_center">0.065</td><td class="align_center">0.198</td><td class="align_center">0.337</td></tr><tr><td class="align_left"><i>D</i><sub>3</sub></td><td class="align_center">0.188</td><td class="align_center">0.006</td><td class="align_center">0.043</td><td class="align_center">0.079</td></tr><tr><td class="align_left"><i>D</i><sub>4</sub></td><td class="align_center">0</td><td class="align_center">0.004</td><td class="align_center">0.01</td><td class="align_center">0.035</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Seismic resilience of the stage index and damage probability (section R-C).</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge 