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.0012a.svgz" name="8761209.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Degree of tensile damage to axis ① walls</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/8761209/figures/8761209.fig.0012b.svgz" name="8761209.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Degree of tensile damage to axis ② walls</td></tr></table>

<div>Seismic damage in the FEA model.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift 