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Differences in Safety Margins between Nuclear and Conventional Standards with Regard to Seismic Hazard Definition and Design Criteria

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Figure

Fig. 2 Sa (0.5) for Canada (median values of 5% damped spectral acceleration for Site Class C and a probability of 2% / 50 years)
Fig. 3 Sa (1.0) for Canada (median values of 5% damped spectral acceleration for Site Class C and a probability of 2% / 50 years)
Fig. 5 Comparison of Design Spectra (5% Damping) Very Dense Soil Site
Table 4. Accelerations and Base Shear Force

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