Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Bearing type</td><td class="align_center">Longitudinal (mm)</td><td class="align_center">Transverse (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Rubber</td><td class="align_center">119</td><td class="align_center">229</td></tr><tr><td class="align_left">Pin-free</td><td class="align_center">68</td><td class="align_center">118</td></tr><tr><td class="align_left">Pin-roller</td><td class="align_center">121</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum seismic displacement of bearings for different bearing types.</div>

Advances in Civil Engineering

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Table 4

Table 4: Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings 