Seismic Response and Damage Analysis of Large Inverted Siphon Structure

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Working condition</td><td class="align_center" colspan="3">Envelope values of horizontal relative displacement of structure/mm</td></tr><tr class="thead"><td class="align_center">0.24 g</td><td class="align_center">0.36 g</td><td class="align_center">0.48 g</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Without water</td><td class="align_center">0.56</td><td class="align_center">1.03</td><td class="align_center">1.48</td></tr><tr><td class="align_left">Water</td><td class="align_center">2.75</td><td class="align_center">8.54</td><td class="align_center">12.78</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Envelope values of horizontal relative displacement of structure.</div>

Shock and Vibration

tab5

Table 5

Table 5: Seismic Response and Damage Analysis of Large Inverted Siphon Structure 