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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">The 1<sup>st</sup> order (Hz)</td><td class="align_center">The 2<sup>nd</sup> order (Hz)</td><td class="align_center">The 3<sup>rd</sup> order (Hz)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">East-west direction</td><td class="align_center">1</td><td class="align_center">3.25</td><td class="align_center">6</td></tr><tr><td class="align_left">North-south direction</td><td class="align_center">1</td><td class="align_center">3.25</td><td class="align_center">5.875</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 2

Table 2: Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration 