Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.005a.svgz" name="6274985.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Constraints between the girders and side towers number 2 and number 5</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.005b.svgz" name="6274985.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Auxiliary pier and end pier in each side span</td></tr></table>

<div>Detailed finite element modeling for the constraints between the girders and towers (piers).</div>

Shock and Vibration

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Figure 5

Figure 5: Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge 