Seismic Vulnerability Assessment of Liquid Storage Tanks Isolated by Sliding-Based Systems

<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">Isolator type</td><td class="align_center">SLE</td><td class="align_center">DBE</td><td class="align_center">MCE</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">SFPB</td><td class="align_center">-</td><td class="align_center">-</td><td class="align_center">0.305 m</td></tr><tr><td class="align_left">TFPB</td><td class="align_center">0.084 m</td><td class="align_center">0.423 m</td><td class="align_center">0.762 m</td></tr><tr><td class="align_left">QFPB</td><td class="align_center">0.095 m</td><td class="align_center">0.699 m</td><td class="align_center">1.04 m</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>PBD levels of friction pendulum isolators.</div>

Advances in Civil Engineering

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Table 4

Table 4: Seismic Vulnerability Assessment of Liquid Storage Tanks Isolated by Sliding-Based Systems 