Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Joint</td><td class="align_center">Average DI</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">J29</td><td class="align_center">0.224</td></tr><tr><td class="align_left">J31</td><td class="align_center">0.020</td></tr><tr><td class="align_left">J18</td><td class="align_center">0.015</td></tr><tr><td class="align_left">J19</td><td class="align_center">0.014</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Non-normalized mean DI values.</div>

Shock and Vibration

tab3

Table 3

Table 3: Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments 