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.0015a.svgz" name="6274985.fig.0015a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>RMS vertical buffeting displacements</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.0015b.svgz" name="6274985.fig.0015b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>RMS horizontal buffeting displacements</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.0015c.svgz" name="6274985.fig.0015c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>RMS torsional buffeting displacements</td></tr></table>

<div>Comparisons of RMS buffeting responses of bridge deck.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge 