Seismic Analysis of Safety-Related Nuclear Structures and Commentary
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PrefaceAcknowledgments1.0General11.1Introduction11.2Definitions11.3Notation22.0Seismic Input42.1Seismic Ground Motions42.2Response Spectra52.3Time Histories62.4Power Spectral Density Functions82.5Additional Requirements for Structures Sensitive to Long Period Motions83.0Analysis93.1Modeling of Structures93.2Analysis of Structures183.3Soil-Structure Interaction Modeling and Analysis243.4Input for Subsystem Seismic Analysis303.5Special Structures33A1.0Nonmandatory Appendix A: Evaluations beyond the Design Basis41CommentaryC2.0Seismic Input55C2.1Seismic Ground Motions55C2.2Response Spectra55C2.3Time Histories57C2.4Power Spectral Density Functions59C2.5Additional Requirements for Structures Sensitive to Long-Period Motions59C3.0Analysis61C3.1Modeling of Structures61C3.2Analysis of Structures70C3.3Soil-Structure Interaction Modeling and Analysis83C3.4Input for Subsystem Seismic Analysis95C3.5Special Structures103Index115
\ BooknewsThe most recent standards providing minimum requirements and acceptable methods for the seismic analyses of safety-related structures of a nuclear facility. The standards provide methodologies for calculating seismic responses in structures and to derive input motions for use in the seismic qualifications of electric and mechanical systems and components. Modeling and analysis of structures and their interaction with soils are covered and special structures such as buried pipes and conduits, earth-retaining walls, above-ground vertical tanks, raceways, and seismic-isolated structures are covered. Annotation c. Book News, Inc., Portland, OR (booknews.com)\ \
