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This document evaluates the effect of soil-structure interaction on the seismic response of structures in a seismically isolated nuclear power plant in Korea. It uses the boundary reaction method, which combines frequency-domain and time-domain analyses, to model the nonlinear soil-structure interaction considering the nonlinearity of the seismic base isolation system. The results of the boundary reaction method analysis are verified by comparing them to results from a linear fixed-base analysis. The seismi

Author

geriano

Language

EN