Seismic Safety Design and Analysis of Hydraulic Sluice Chamber Structure Based on Finite Element Method

<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">Working condition</td><td class="align_center"><i>S </i><sub><i>x</i></sub></td><td class="align_center"><i>S </i><sub><i>y</i></sub></td><td class="align_center"><i>S </i><sub><i>z</i></sub></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Working condition 1</td><td class="align_center">8.87</td><td class="align_center">1.44</td><td class="align_center">0.38</td></tr><tr><td class="align_left">Working condition 2</td><td class="align_center">0.05</td><td class="align_center">0.29</td><td class="align_center">5.24</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum displacement of sluice structures in <i>X</i>, <i>Y</i>, and <i>Z</i> directions under two seismic conditions.</div>

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Table 4

Table 4: Seismic Safety Design and Analysis of Hydraulic Sluice Chamber Structure Based on Finite Element Method 