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.002a.svgz" name="6127895.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>3D view of the superstructure model</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.002b.svgz" name="6127895.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Elevation drawing of the total system</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.002c.svgz" name="6127895.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Layout of lead rubber bearings</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.002d.svgz" name="6127895.fig.002d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Hysteretic curve of lead rubber bearings</td></tr></table>

<div>SASSI Model (EL: elevation level).</div>

Shock and Vibration

fig2

Figure 2

Figure 2: Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain 