Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Type of train</td><td class="align_center">Velocity of train (km/s)</td><td class="align_center">Passenger capacity/load capacity per carriage</td><td class="align_center">The number of trains</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Direct express</td><td class="align_center">160</td><td class="align_center">36-118 passengers</td><td class="align_center">2</td></tr><tr><td class="align_left">Express</td><td class="align_center">140</td><td class="align_center">46-118 passengers</td><td class="align_center">5</td></tr><tr><td class="align_left">Fast</td><td class="align_center">120</td><td class="align_center">46-118 passengers</td><td class="align_center">3</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Test results of natural vibration frequency.</div>

Advances in Civil Engineering

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Table 3

Table 3: Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration 