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.003a.svgz" name="6217587.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Time-history curves</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6217587/figures/6217587.fig.003b.svgz" name="6217587.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Acceleration response spectra</td></tr></table>

<div>Time-history curves and acceleration response spectra of earthquake ground motions.</div>

Shock and Vibration

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Figure 3

Figure 3: Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge 