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.009a.svgz" name="6127895.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Response spectral acceleration</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6127895/figures/6127895.fig.009b.svgz" name="6127895.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Ratio between the results with and w/o SSI effect</td></tr></table>

<div>Comparison of results between frequency domain (SASSI) and time domain (ABAQUS) for the top of the Reactor Containment Building.</div>

Shock and Vibration

fig9

Figure 9

Figure 9: Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain 