Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">I site</td><td class="align_center">II site</td><td class="align_center">III site</td><td class="align_center">IV site</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Gansu seismic wave</td><td class="align_center">WHITTIER wave</td><td class="align_center">El-Centro wave</td><td class="align_center">Loma-Prieta wave</td></tr><tr><td class="align_left">Chi-chi wave</td><td class="align_center">Parkfield wave</td><td class="align_center">Wenchuan seismic wave</td><td class="align_center">Landers wave</td></tr><tr><td class="align_left">Wenchuan seismic wave</td><td class="align_center">Tangshan seismic wave</td><td class="align_center">Kobe wave</td><td class="align_center">Chi-chi wave</td></tr><tr><td class="align_left">Tangshan array wave</td><td class="align_center">San Fernando wave</td><td class="align_center">Northridge wave</td><td class="align_center">Whittier narrows wave</td></tr><tr><td class="align_left">Loma Prieta wave</td><td class="align_center">Landers wave</td><td class="align_center">Imperial valley wave</td><td class="align_center">Tangshan array wave</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ground motion records of various sites.</div>

Advances in Civil Engineering

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Table 4

Table 4: Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test 