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.006a.svgz" name="8761209.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Uniaxial compressive stress versus strain curve</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/8761209/figures/8761209.fig.006b.svgz" name="8761209.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Uniaxial tensile stress versus strain curve</td></tr></table>

<div>The stress-strain relationship of the gypsum and concrete.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift 