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

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2"> </td><td class="align_center" colspan="3">Distance between maximum frequency of wheel and center line of bridge (m)</td></tr><tr class="thead"><td class="align_center">Working condition 1</td><td class="align_center">Working condition 2</td><td class="align_center">Working condition 3</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Lane 2, right wheel</td><td class="align_center">6.875∼7.175</td><td class="align_center">7.875∼8.175</td><td class="align_center">5.875∼6.175</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Distance between the maximum frequency position of wheel and the centerline of the bridge under various working conditions.</div>

Complexity

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Table 9

Table 9: Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck 