Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis

<table class="fixed-width table-group" id="tab5"><tr><td><table class="table"><colgroup><col style="width:14.21em"/><col style="width:29.51em"/></colgroup><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Systems</td><td class="align_center">Computer configuration</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Processor</td><td class="align_center">Intel(R) Xeon(R) CPU E5-2637 v2 @ 3.50GHz 3.50 GHz (2 processors)</td></tr><tr><td class="align_left">Random access memory (RAM)</td><td class="align_center">64.0GB</td></tr><tr><td class="align_left">The operating system</td><td class="align_center">64-bit operating system, x64 based processor</td></tr><tr><td class="align_left">The computer name</td><td class="align_center">SC-201807011300</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The information of computer for the seismic analysis of the HSR piers.</div>

Mathematical Problems in Engineering

tab5

Table 5

Table 5: Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis 