Performance of Pier-to-Pier Cap Connections of Integral Bridges under Thermal and Seismic Loads

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Water</td><td class="align_center">Cement</td><td class="align_center">Fine aggregate</td><td class="align_center">Coarse aggregate</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">180 litres</td><td class="align_center">400 kg</td><td class="align_center">795 kg</td><td class="align_center">1084 kg</td></tr><tr><td class="align_left">0.45</td><td class="align_center">1</td><td class="align_center">1.9</td><td class="align_center">2.7</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 4

Table 4: Performance of Pier-to-Pier Cap Connections of Integral Bridges under Thermal and Seismic Loads 