Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Equivalent stress-amplitude ratio</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Midspan</td><td class="align_center">0.913</td></tr><tr><td class="align_left">Beam</td><td class="align_center">0.907</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Equivalent stress-amplitude ratio.</div>

Complexity

tab5

Table 5

Table 5: Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck 