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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</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">Specific gravity</td><td class="align_center">3.159</td><td class="align_center">2.44</td><td class="align_center">2.95</td></tr><tr><td class="align_left">Fineness modulus</td><td class="align_center">2.4</td><td class="align_center">2.784</td><td class="align_center">3.889</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 3

Table 3: Performance of Pier-to-Pier Cap Connections of Integral Bridges under Thermal and Seismic Loads 