Numerical Study on Aerostatic Instability Modes of the Double-Main-Span Suspension Bridge

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7458529/figures/7458529.fig.001a.svgz" name="7458529.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Ma’anshan Yangtze River Bridge (MYB)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7458529/figures/7458529.fig.001b.svgz" name="7458529.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Taizhou Yangtze River Bridge (TYB)</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7458529/figures/7458529.fig.001c.svgz" name="7458529.fig.001c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Wuhan Yingwuzhou Yangtze River Bridge (WYB)</td></tr></table>

<div>The configuration of three suspension bridges.</div>

Shock and Vibration

fig1

Figure 1

Figure 1: Numerical Study on Aerostatic Instability Modes of the Double-Main-Span Suspension Bridge 