Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/8761209/figures/8761209.fig.0010a.svgz" name="8761209.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>RGB-0.1 g condition</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/8761209/figures/8761209.fig.0010b.svgz" name="8761209.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>GTR-0.3 g condition</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/8761209/figures/8761209.fig.0010c.svgz" name="8761209.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>KOBE-0.5 g condition</td></tr></table>

<div>Acceleration time histories for different intensity earthquake events.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift 