Correlation Effects of Near-Field Seismic Components in Circular Metro Tunnels: A Case Study—Tehran Metro Tunnels

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Model</td><td class="align_center">Maximum bending moment</td></tr><tr><td class="align_left" colspan="2"><hr/></td></tr><tr><td class="align_left">Verification model</td><td class="align_center">5.05 kN·M</td></tr><tr><td class="align_left">The relationship provided by Kouretzis et al.</td><td class="align_center">5.6 kN·M</td></tr><tr><td class="align_left">Maximum error</td><td class="align_center">%10</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

tab3

Table 3

Table 3: Correlation Effects of Near-Field Seismic Components in Circular Metro Tunnels: A Case Study—Tehran Metro Tunnels 