Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Yield strength</td><td class="align_center">Initial elastic tangent</td><td class="align_center">Strain-hardening ratio</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">390.9e<sup>6</sup></td><td class="align_center">2.0e<sup>11</sup></td><td class="align_center">0.01</td></tr><tr><td class="align_left">R0</td><td class="align_center">CR1</td><td class="align_center">CR2</td></tr><tr><td class="align_left">18</td><td class="align_center">0.925</td><td class="align_center">0.15</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameter values of rebar used in FE modelling.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section 