Generalized Minimum Variance Control for MDOF Structures under Earthquake Excitation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/jcse/volume-2016/7458654/figures/7458654.fig.002a.svgz" name="7458654.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Kanai-Tajimi model</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/jcse/volume-2016/7458654/figures/7458654.fig.002b.svgz" name="7458654.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Clough-Penzien model</td></tr></table>

<div>Simulated ground accelerations.</div>

Journal of Control Science and Engineering

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Figure 2

Figure 2: Generalized Minimum Variance Control for MDOF Structures under Earthquake Excitation 