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.004a.svgz" name="6217587.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Peak base shear</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.004b.svgz" name="6217587.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Peak base moment</td></tr></table>

<div>Peak base shears and peak base moments of bridge towers.</div>

Shock and Vibration

fig4

Figure 4

Figure 4: Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge 