참고문헌
- 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), 2007.
- Lysmer J, Ostadan F, Chin CC. A system for analysis of soil-structure interaction, SASSI 2000 theoretical manual. UC Berkeley; c1999.
- FEMA P750. NEHRP Recommended Seismic Provisions for New Buildings and Other Structures. Washington D.C.: Federal Emergency Management Agency of the U.S. Department of Homeland Security; c2009.
- PEER Strong Motion Database[Internet]. Berkeley, California Avle from: http://peer.berkeley.edu/smcat/sites.html.
- U.S. Nuclear Regulatory Commission. Technical Considerations for Seismic Isolation of Nuclear Facilities(Draft). c2012.
- Lee JH, Song JK, Kim GJ, Kim NY. Nonlinear Analysis of Seismically Isolated NPP Containment Structure considering Various Seismic Characteristics. Conference on Earthquake Engineering Society of Korea, EESK. c2014.
- Lee JH, Song JK. Applicability Evaluation of Equivalent Linear Model for Isolated NPP Containment Structure. Conference on Korea Society of Civil Engineering, KSCE. c2013.
- Kim HU. Evaluation of the Applicability of Existing Design Formula for Seismic Isolation to Nuclear Power Plants. Journal of Engineering Society of Korea. 2012;16(6):29-36. https://doi.org/10.5000/EESK.2012.16.6.029
- Kim HU, Joo KH, NOH SH, Jung CG. Behavior Analysis od a Seismically Isolated NPP Structure by Varying Seismic Input Generation Method and Strong Ground Motion Duration. Journal of Engineering Society of Korea. 2013;17(4):187-195. https://doi.org/10.5000/EESK.2013.17.4.187
- LEE JH, Kim JK, Hong KJ. Characteristics of Earthquake Responses of an Isolated Containment Building in Nuclear Power Plants According to Natural Frequency of Soil. Journal of Engineering Society of Korea. 2013;17(6):245-255. https://doi.org/10.5000/EESK.2013.17.6.245
- Choi DH, LEE SH. Generation of Floor Response Spectra including Equipment-Structure Interaction in Frequency Domain. Journal of Engineering Society of Korea. 2005;9(6):13-19. https://doi.org/10.5000/EESK.2005.9.6.013
- Providakis CP. Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations. Engineering Structures. 2008;30:1187-1198. https://doi.org/10.1016/j.engstruct.2007.07.020
- Ricardo AM, Ragunath S, Kevin MK. Floor response spectra for light components mounted on regular moment-resisting frame structures. Engineering Structures. 2006;28:1927-1940. https://doi.org/10.1016/j.engstruct.2006.03.022
- Ryan KL, Kelly JM, Chopra AK. Nonlinear Model for Lead-Rubber Bearings Including Axial-Load Effects. journal of Engineering Mechanics. 2005;131(12):1270-1278. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:12(1270)
- Kelly JM. Tension Buckling in Multilayer Elastomeric Bearings. journal of Engineering Mechanics. 2003;129(12):1363-1368. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:12(1363)
- Dicleli M, Buddaram S. Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect. Engineering Structures. 2007;29:21-32. https://doi.org/10.1016/j.engstruct.2006.04.004