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.008a.svgz" name="6274985.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Autospectrum of Point 1</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.008b.svgz" name="6274985.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Autospectrum of Point 15</td></tr></table>

<div>Autospectra of longitudinal fluctuating wind velocities at bridge tower number 3.</div>

Shock and Vibration

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Figure 8

Figure 8: Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge 