Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Load case</td><td class="align_center" rowspan="2">Section</td><td class="align_center" colspan="2">Vertical displacement (mm)</td><td class="align_center" rowspan="2">Ratio</td></tr><tr class="thead"><td class="align_center">Measured</td><td class="align_center">FE model result</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">I-I</td><td class="align_center">87</td><td class="align_center">92</td><td class="align_center">0.95</td></tr><tr><td class="align_left">2</td><td class="align_center">II-II</td><td class="align_center">101</td><td class="align_center">104</td><td class="align_center">0.97</td></tr><tr><td class="align_left">3</td><td class="align_center">III-III</td><td class="align_center">214</td><td class="align_center">221</td><td class="align_center">0.97</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Vertical displacement of sections for the three load cases.</div>

Advances in Civil Engineering

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Table 3

Table 3: Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders 