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.0016a.svgz" name="6127895.fig.0016a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Horizontal frequency of bearing = 0.5 Hz</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.0016b.svgz" name="6127895.fig.0016b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Horizontal frequency of bearing= 8 Hz</td></tr></table>

<div>PSA comparison at different elevation.</div>

Shock and Vibration

fig16

Figure 16

Figure 16: Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain 