Pounding Dynamic Responses of Sliding Base-Isolated Rectangular Liquid-Storage Structure considering Soil-Structure Interactions

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/8594051/figures/8594051.fig.0010a.svgz" name="8594051.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Chi-Chi earthquake</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/8594051/figures/8594051.fig.0010b.svgz" name="8594051.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Imperial Valley-06 earthquake</td></tr></table>

<div>Correlation effects of the friction coefficient and initial gap on the maximum horizontal displacement of the structure.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Pounding Dynamic Responses of Sliding Base-Isolated Rectangular Liquid-Storage Structure considering Soil-Structure Interactions 