JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2022-06
(Vol.34 No.3)
10.4334/JKCI.2022.34.3.275
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REF
References
1
ASCE , 1999, Seismic Analysis of Safety-Related Nuclear Structures (ASCE 4-98), Reston, VA; American Society of Civil Engineers (ASCE)
2
ASCE , 2017, Seismic Analysis of Safety-Related Nuclear Structures (ASCE/SEI 4-16), Reston, VA; American Society of Civil Engineers (ASCE)
3
Deng N., Ostadan F., 2008, Random Vibration Theory Based Seismic Site Response Analysis, 14th World Conference on Earthquake Engineering. Beijing, China., Vol. beijing, No. china
4
Deng N., Ostadan F., 2011, Probabilistic Seismic Site Response Analysis, 5th International Conference on Earthquake Geotechnical Engineering. Santiago, Chile.
5
Deng N., Ostadan F., 2012, Random Vibration Theory- Based Soil-Structure Interaction Analysis, 15th World Conference on Earthquake Engineering. Lisbon, Portugal.
6
EPRI , 1991, A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Revision 1) (NP-6041-SLR1), California; Electric Power Research Institute (EPRI).
7
EPRI , 1994, Methodology for Developing Seismic Fragilities (TR-103959), California; Electric Power Research Institute (EPRI)
8
EPRI , 2007, Program on Technology Innovation: Validation of CLASSI and SASSI Codes to Treat Seismic Wave Incoherence in Soil-Structure Interaction (SSI) Analysis of Nuclear Power Plant Structures (1015111), California; Electric Power Research Institute (EPRI).
9
EPRI , 2018, Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments (3002012994), California: Electric Power Research Institute
10
Gasparini D. A., Vanmarcke E. H., 1976, Simulated Earthqauke Motions Compatible with Prescribed Response Spectra, Massachusetts. Massachusetts Institute of Technology. R76-4.
11
Johnson J. J., Short S. A., Hardy G. S., 2007, Modeling Seismic Incoherence Effects on NPP Structures: Unifying CLASSI and SASSI Approaches, 19th International Conference on Structural Mechanics in Reactor Technology. Toronto, Canada.
12
KEA , 2020, Korea Electric Power Industry Code, STB Seismic Analysis and Seismic Capacity Evaluation for Nuclear Facilities. Korea Electric Association (KEA).
13
Lee J. H., Kim J. H., Kim J. K., 2016, Perfectly Matched Discrete Layers for Three-Dimensional Nonlinear Soil–Structure Interaction Analysis, Computers and Structures, Vol. 165, pp. 34-47
14
Nguyen V. H., Lee J. H., 2021, Probabilistic Site Response Analysis for Nuclear Facilities Considering Variability of Soil Properties and its Effects on Uniform Hazard Response Spectra and Ground Motion Response Spectra, Soil Dynamics and Earthquake Engineering, Vol. 150, pp. 106953
15
Rathje E., Ozbey M. C., 2006, Site-Specific Validation of Random Vibration Theory-Based Seismic Site Response Analysis, Journal of Geotechnical and Geo-Environmental Engineering, Vol. 132, pp. 911-922
16
Zentner I., 2018, Use of RVT for Computation for In-Structure Response Spectra and Peak Responses and Comparison to Time History and Response Spectrum Analysis, Earthquake Spectra, Vol. 34, pp. 1913-1930