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.0013a.svgz" name="6274985.fig.0013a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Longitudinal RMS 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.0013b.svgz" name="6274985.fig.0013b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Longitudinal RMS buffeting bending moments</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6274985/figures/6274985.fig.0013c.svgz" name="6274985.fig.0013c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Power spectrum of longitudinal buffeting displacement on the top of bridge tower number 3</td></tr></table>

<div>Longitudinal buffeting responses of bridge towers.</div>

Shock and Vibration

fig13

Figure 13

Figure 13: Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge 