A Study on the Sloshing Problem of Vertical Storage Tanks under the Action of Near-Fault Earthquakes

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Vertical storage tank</td><td class="align_center">Root mean square value</td><td class="align_center">Mean value</td><td class="align_center">GB50341 computed wave height</td><td class="align_center">GB50761 computed wave height</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">10,000 m<sup>3</sup></td><td class="align_center">1893</td><td class="align_center">1611</td><td class="align_center">1680</td><td class="align_center">1067</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>RMS and gauge wave heights of excitation wave heights for near-fault ground motions.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: A Study on the Sloshing Problem of Vertical Storage Tanks under the Action of Near-Fault Earthquakes 