Dynamic Response Analysis of Lateral Impact Force of Frame Wharf with Rock-Socketed Piles in Inland River Steel Sheath

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Materials</td><td class="align_center">Elastic modulus (MPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Density (kg·m<sup>−3</sup>)</td><td class="align_center">Minimum yield stress (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Steel</td><td class="align_center">2.1 × 10<sup>5</sup></td><td class="align_center">0.3</td><td class="align_center">7800.0</td><td class="align_center">418</td></tr><tr><td class="align_left">Concrete</td><td class="align_center">2.4 × 10<sup>4</sup></td><td class="align_center">0.2</td><td class="align_center">2200</td><td class="align_left"> </td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Steel casing and concrete material parameters.</div>

Advances in Civil Engineering

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Table 1

Table 1: Dynamic Response Analysis of Lateral Impact Force of Frame Wharf with Rock-Socketed Piles in Inland River Steel Sheath 