Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Fortification intensity</td><td class="align_center">Frequent ground motion</td><td class="align_center">Basis ground motion</td><td class="align_center">Rare ground motion</td><td class="align_center">Extremely rare ground motion</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">VIII degree</td><td class="align_center">0.13 g</td><td class="align_center">0.4 g</td><td class="align_center">0.746 g</td><td class="align_center">1.08 g</td></tr><tr><td class="align_left">Exceeding probability</td><td class="align_center">50-year 63%</td><td class="align_center">50-year 10%</td><td class="align_center">50-year 2%</td><td class="align_center">100-year 1%</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation scheme of controlling variable method of different interface parameters.</div>

Shock and Vibration

tab4

Table 4

Table 4: Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures 