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.0012a.svgz" name="6217587.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Peak base shear of tower number 3</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.0012b.svgz" name="6217587.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Peak base moment of tower number 3</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.0012c.svgz" name="6217587.fig.0012c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Peak displacements on the top of tower number 3</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.0012d.svgz" name="6217587.fig.0012d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Peak displacement at the left end of bridge deck</td></tr></table>

<div>Effects of variations in damping coefficient and velocity exponent of the viscous fluid dampers on the seismic responses of the contrast model.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge 