Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.0015a.svgz" name="6127895.fig.0015a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>At the top node of RCB</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.0015b.svgz" name="6127895.fig.0015b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>At the bottom node of RCB</td></tr></table>

<div>Effect of changing horizontal equivalent stiffness of bearings on PSA.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain 