Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Modulus of elasticity <i>E</i><sub><i>S</i></sub> (MPa)</td><td class="align_center">Yield strength <i>f</i><sub><i>y</i></sub> (MPa)</td><td class="align_center">Strain-hardening coefficient <i>b</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">HRB335</td><td class="align_center">200000</td><td class="align_center">335</td><td class="align_center">0.01</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material parameter value of steel bars.</div>

Shock and Vibration

tab1

Table 1

Table 1: Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis 

Table 1 | Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis 