Passive Control System for Mitigation of Longitudinal Buffeting Responses 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/mpe/volume-2016/6497851/figures/6497851.fig.003a.svgz" name="6497851.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Rigid links connecting two steel box girders</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2016/6497851/figures/6497851.fig.003b.svgz" name="6497851.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rigid links connecting stay cables</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2016/6497851/figures/6497851.fig.003c.svgz" name="6497851.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Rigid links simultaneously connecting two steel box girders and stay cables</td></tr></table>

<div>Detailed finite element modeling for rigid links.</div>

Mathematical Problems in Engineering

fig3

Figure 3

Figure 3: Passive Control System for Mitigation of Longitudinal Buffeting Responses of a Six-Tower Cable-Stayed Bridge 