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Seismic Analysis of Embalse Nuclear Power Plant for Life Extension Assessment

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Figure

Figure 2. Vertical dynamic stiffness of foundation
Table 2. Damping ratios of internal structure (IS), containment structure (CS), foundation (FD) and full model (FM)
Figure 7. Acceleration response spectra for Loma Prieta earthquake – 5% damping
Figure 10. Peak accelerations in the Containment Structure

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