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Seismic Response Analysis of Nuclear Island Buildings in LNNP Unit 1 (K339)

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Figure

Figure 1 - CR0098 50th Percentile, Soil - Horizontal Component - 5% Damping
Table 1 Soil characteristics of the Sosnovy Bor site. H = thickness of the layer; Vp and Vs = P- and S-wave velocity; ρ= density; Dp and Ds = damping factors for P- and S-waves; µ=shear modulus.
Figure 4Computed acceleration response spectrum at the basement level of the building
Figure 5The joint structural model for nuclear island buildings
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