Study on Regular Inspection Frequency of Bridge Based on Seismic Vulnerability Analysis

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Year</td><td class="align_center">Average daily traffic volume</td><td class="align_center">Detour Length (km)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">2013</td><td class="align_center">73750</td><td class="align_center">2.5</td></tr><tr><td class="align_left">2014</td><td class="align_center">77500</td><td class="align_center">2.5</td></tr><tr><td class="align_left">2015</td><td class="align_center">84000</td><td class="align_center">2.5</td></tr><tr><td class="align_left">2016</td><td class="align_center">88000</td><td class="align_center">2.5</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>The traffic volume of 2016 is taken as an average daily traffic volume, assuming the traffic volume does not change with time.<br/></div></td></tr></table>

<div>Average daily traffic volume and detour length of the link.</div>

Shock and Vibration

tab6

Table 6

Table 6: Study on Regular Inspection Frequency of Bridge Based on Seismic Vulnerability Analysis 