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.0010a.svgz" name="6274985.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Time histories of vertical buffeting displacement</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.0010b.svgz" name="6274985.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Time histories of horizontal buffeting displacement</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.0010c.svgz" name="6274985.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Time histories of torsional buffeting displacement</td></tr></table>

<div>Time histories of buffeting displacements of the 33rd simulation point at the bridge deck.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge 