Research on the Seismic Performance of Prefabricated Bridge Piers Using UHPC Grout under an Eccentric Load

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter (mm)</td><td class="align_center">Yield load (kN)</td><td class="align_center">Ultimate load (kN)</td><td class="align_center">Yield strength (MPa)</td><td class="align_center">Ultimate strength (MPa)</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">25</td><td class="align_center">218.51</td><td class="align_center">301.93</td><td class="align_center">445.12</td><td class="align_center">615.05</td><td class="align_center">205.46</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Measured material properties of steel.</div>

Advances in Civil Engineering

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Table 2

Table 2: Research on the Seismic Performance of Prefabricated Bridge Piers Using UHPC Grout under an Eccentric Load 