Nonlinear Seismic Response Analysis of Curved and Skewed Bridge System with Spherical Bearings

<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 align="left">Girder</td><td align="center">Top flange (mm)</td><td align="center">Web (mm)</td><td align="center">Bottom flange (mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">G1, G2</td><td align="center">356 × 16</td><td align="center">1219 × 13</td><td align="center">356 × 25</td></tr><tr><td align="left">G3, G4, G5</td><td align="center">356 × 16</td><td align="center">1219 × 13</td><td align="center">356 × 32</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Steel plate girder element dimensions (width × thickness).

Advances in Civil Engineering

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Table 1

Table 1: Nonlinear Seismic Response Analysis of Curved and Skewed Bridge System with Spherical Bearings 