Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Measuring point</td><td class="align_center">Lateral strain</td><td class="align_center">Good</td><td class="align_center">Normal</td><td class="align_center">Poor</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">1</td><td class="align_center">Tensile strain</td><td class="align_center">0.212</td><td class="align_center">0.471</td><td class="align_center">1.357</td></tr><tr><td class="align_center">Compressive strain</td><td class="align_center">0.637</td><td class="align_center">1.370</td><td class="align_center">4.552</td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">2</td><td class="align_center">Tensile strain</td><td class="align_center">0.219</td><td class="align_center">0.489</td><td class="align_center">1.390</td></tr><tr><td class="align_center">Compressive strain</td><td class="align_center">0.613</td><td class="align_center">1.307</td><td class="align_center">4.329</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Transverse strain dynamic impact coefficient of the cantilever plate root of a 50 m simply supported composite box girder.</div>

Advances in Civil Engineering

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Table 8

Table 8: Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs 