An Investigation on the Dynamic Response of Cable Stayed Bridge with Consideration of Three-Axle Vehicle Braking Effects

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/jcengi/volume-2017/4584657/figures/4584657.fig.0019a.svgz" name="4584657.fig.0019a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Pho Nam bridge</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/jcengi/volume-2017/4584657/figures/4584657.fig.0019b.svgz" name="4584657.fig.0019b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Elevation plan</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/jcengi/volume-2017/4584657/figures/4584657.fig.0019c.svgz" name="4584657.fig.0019c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Cross-section of double I-girder</td></tr></table>

Journal of Computational Engineering

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Figure 19

Figure 19: An Investigation on the Dynamic Response of Cable Stayed Bridge with Consideration of Three-Axle Vehicle Braking Effects 