Numerical Simulation Analysis of the Seismic Performance of Precast Bridge Piers

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen no.</td><td class="align_center">Specimen type</td><td class="align_center">Purpose of test</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">Specimen of cast-in-place reinforced concrete single-column pier</td><td class="align_center">A benchmark for the seismic performance of precast segmental columns</td></tr><tr><td class="align_left" colspan="3"><hr/></td></tr><tr><td class="align_left">2</td><td class="align_center">Specimen of precast segmental single-column pier connected by large-diameter steel rebars and grouted sleeves (with steel rebars connecting the sleeve pre-embedded in the pier cap)</td><td class="align_center">For the investigation of the seismic performance and damage mechanism of precast segmental columns with this constructional measure</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 1

Table 1: Numerical Simulation Analysis of the Seismic Performance of Precast Bridge Piers 