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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Frequency order</td><td class="align_center">Composite box girder with corrugated steel webs</td><td class="align_center">Concrete box girder</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">2.975</td><td class="align_center">2.971</td></tr><tr><td class="align_left">2</td><td class="align_center">9.464</td><td class="align_center">11.079</td></tr><tr><td class="align_left">3</td><td class="align_center">18.785</td><td class="align_center">22.583</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the natural frequency of the 50 m box girder (unit: Hz).</div>

Advances in Civil Engineering

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Table 2

Table 2: Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs 