Seismic Response Evaluation of Seismically Isolated Nuclear Power Plant Structure Subjected to Gyeong-Ju Earthquake |
Kim, Gwang-Jeon
(Department of Civil Engineering, Kangwon National University)
Yang, Kwang-Kyu (Department of Civil Engineering, Kangwon National University) Kim, Byeong-Su (Department of Civil Engineering, Kangwon National University) Kim, Hyeon-Jeong (Department of Civil Engineering, Kangwon National University) Yun, Su-Jeong (Department of Civil Engineering, Kangwon National University) Song, Jong-Keol (Department of Civil Engineering, Kangwon National University) |
1 | Lee JH, Song JK. Multi-Step Analysis of Seismically Isolated NPP Containment Structures with Lead-Rubber Bearings. Journal of the Earthquake Engineering Society of Korea. 2014:18(6):261-269. DOI |
2 | Lee JH, Song JK. Comparison of seismic responses of seismically isolated NPP containment structures using equivalent linear-and nonlinear lead-rubber bearing modeling. Journal of the Earthquake Engineering Society of Korea. 2015:19(1):1-12. DOI |
3 | Lee JH, Song JK. Seismic Fragility Analysis of Seismically Isolated Nuclear Power Plant Structures using Equivalent Linear- and Bilinear Lead Rubber Bearing. Journal of the Earthquake Engineering Society of Korea. 2015:19(5):207-217. DOI |
4 | Abrahamson. NA. Non-stationary spectral matching, Seismol. Res. Lett. 63, 30. c1992. |
5 | Atik LA, Abrahamson N. An Improved Method for Nonstationary Spectral Matching, Earthquake Spectra, 2010;26(3):601-617. DOI |
6 | Yang KK, Song JK. Inelastic Response Evaluation of Lead-Rubber Bearing Considering Heating Effect of Lead Core. Journal of the Earthquake Engineering Society of Korea. 2016:20(5):311-318. DOI |
7 | U.S. Nuclear Regulatory Commission. A performance-based approach to define the site-specific earthquake ground motion. Regulatory Guide(RG) 1.208. c2007. |
8 | U.S. Nuclear Regulatory Commission. Design response spectra for seismic design of nuclear power plants. Regulatory Guide(RG) 1.60. c1973. |
9 | Mazzoni S, McKenna F, Scott MH, Fenves GL. OpenSEES: Open System of Earthquake Engineering Simulation, Pacific Earthquake Engineering Center, Univ. of Calif., Berkeley. (http://opensees.berkeley.edu), c2007. |
10 | Kumar M, Whittaker A, Constantinou M. Response of base-isolated nuclear structures to extreme earthquake shaking. Nuclear Engineering and Design. 2015;295:860-874. DOI |
11 | U.S. Nuclear Regulatory Commission. Technical Considerations for Seismic Isolation of Nuclear Facilities(Draft). c2012. |
12 | Kim BS, Song JK. Seismic Responses of Seismically Isolated Nuclear Power Plant Structure Considering Post-Yield Stiffness of EQS Bearing. Journal of the Earthquake Engineering Society of Korea. 2016:20(5):319-329. DOI |
13 | Kumar M, Whittaker A, Constantinou M. An advanced numerical model of elastomeric seismic isolation bearings. Earthquake Engineering and Structural Dynamics. 2014;43:1955-1974. DOI |
14 | Kumar M, Whittaker A, Constantinou M. Response of base-isolated nuclear structures to extreme earthquake shaking. Nuclear Engineering and Design. 2015;295:860-874. DOI |