Seismic Response Analysis of Pier considering Durability Damage Repair

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Distance from the coast (km)</td><td class="align_center">Near the coastline</td><td class="align_center">0.1</td><td class="align_center">0.25</td><td class="align_center">0.5</td><td class="align_center">1.0</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Correction factor</td><td class="align_center">1.96</td><td class="align_center">1.0</td><td class="align_center">0.66</td><td class="align_center">0.44</td><td class="align_center">0.33</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Correction coefficient <i>k</i> of chloride ion concentration.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Seismic Response Analysis of Pier considering Durability Damage Repair 