Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Seismic wave</td><td class="align_center">PGA adjustment factor</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">1979 James RD E1 Centro 220 Deg</td><td class="align_center">0.2314</td></tr><tr><td class="align_left">1994 Northridge Sylmar County Hosp 90 Deg</td><td class="align_center">0.1406</td></tr><tr><td class="align_left">Artificial wave</td><td class="align_center">0.8149</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>PGA adjustment coefficient of each seismic wave under the action of E2 earthquake.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge 