Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.0010a.svgz" name="6217587.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Peak displacement at the left end of bridge deck</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.0010b.svgz" name="6217587.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Peak displacement at the right end of bridge deck</td></tr></table>

<div>Effects of variations in damping coefficient and velocity exponent of the viscous fluid dampers on the peak displacements at two ends of bridge deck.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge 