Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/5310769/figures/5310769.fig.001a.svgz" name="5310769.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>View of the Nanjing DaShengGuan Bridge</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/5310769/figures/5310769.fig.001b.svgz" name="5310769.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Elevation drawing of the bridge (unit: m)</td></tr></table>

Shock and Vibration

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Figure 1

Figure 1: Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge 