The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Upstream water level</td><td class="align_center">540 m</td></tr><tr><td class="align_left">Sediment level</td><td class="align_center">490 m</td></tr><tr><td class="align_left">Horizontal PGA</td><td class="align_center">431 gal</td></tr><tr><td class="align_left">Vertical PGA</td><td class="align_center">287.3 gal</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model 