최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.20 no.6, 2016년, pp.379 - 389
이은행 (전남대학교 대학원 건설환경공학과) , 김재민 (전남대학교 해양토목공학과) , 주광호 (한국수력원자력 중앙연구원) , 김현욱 (한국수력원자력 중앙연구원)
This study intends to evaluate the conservativeness of the fixed-base analysis as compared to the soil-structure interaction (SSI) analysis for the seismically isolated model of a nuclear power plant in Korea. To that goal, the boundary reaction method (BRM), combining frequency-domain and time-doma...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Mayes RL, Buckle IG, Kelley TE, Jones LR. AASHTO seismic isolation design requirements for highway bridges. J. Struct. Eng.-ASCE. 1992;118:284-304.
Walters M, Honeck B, Elsesser E. Use of seismic isolation in new and retrofit construction, Proc. Joint ASME/JSME Pressure Vessels and Piping Conference, Seismic, Shock and Vibration Isolation, Honolulu, HI. 1995;PVP319:31-38.
Ebisawa K, Ando K, Shibata K. Progress of a research program on seismic base isolat ion of nuclear components. Nucl. Eng. Des. 2000;198:61-74.
Yoo B, Lee JH, Koo GH, Lee HY, Kim JB. Seismic base isolation technologies for Korea advanced liquid metal reactor. Nucl. Eng. Des. 2000;262:429-434.
Wang H, Weng D, Lu X, Lu L. Life-cycle cost assessment of seismically base-isolated structures in nuclear power plants. Nucl. Eng. Des. 2013;262:429-434.
Chen J, Zhao C, Xu Q, Yuan C. Seismic analysis and evaluation of the base isolation system in AP1000 NI under SSE loading. Nucl. Eng. Des. 2014;278:117-133.
Forni M, Poggianti A, Dusi A. Seismic isolation of nuclear power plant. Proc. 15th WCEE, Lisbon, 2012 September 24-28. c2012.
ASCE 4-12. Seismic analysis of safety-related nuclear structures and commentary. Draft Revision 16; ASCE; c2012.
Coleman J, Jeremic B, Whittaker A. Nonlinear time domain seismic soil structure interaction (SSI) analysis for nuclear facilities and draft appendix B of ASCE 4. SMiRT-22, San Francisco, CA, 2013 August 18-23. c2013.
NUREG-xxxx, Technical consideration for seismic isolation of nuclear facilities, draft. U.S. NRC. c2013.
Stehmeyer (III) EH, Rizos DC. Considering dynamic soil structure interaction (SSI) effects on seismic isolation retrofit efficiency and the importance of natural frequency ratio. Soil. Dyn. Earthq. Eng. 2008;28:468-479.
Spyrakos CC, Koutromanos IA, Maniatakis CA. Seismic response of base-isolated buildings including soil-structure interaction. Soil. Dyn. Earthq. Eng. 2009;29(4):658-668.
Alavi E, Alidoost M. Soil-structure interaction effects on seismic behavior of base-isolated buildings. Proc. 15th WCEE, Paper No. 4982; 2012 September 24-28; Lisbon, Portugal. c2012.
Jarernprasert SE, Bazan-Zurita E, Bielak J. Seismic soil-structure interaction response of inelastic structures. Soil. Dyn. Earthq. Eng. 2013;47:132-143
Karabork T, Deneme IO, Bilgehan RP. A comparison of the effect of SSI on base isolation systems and fixed-base structures for soft soil. Geomechanics and Engineering. 2014;7(1):87-103.
Rochal LEP, Colunga AT, Cordero C. Influence of site effects and soil-structure interaction on seismic isolation of buildings on soft soils. Proc. Tenth U.S. National Conference on Earthquake Engineering, Frontiers of Earthquake Engineering, 2014 July 21-25, Anchorage, Alaska. c2014.
Luco JE. Effects of soil-structure interaction on seismic base isolation. Soil. Dyn. Earthq. Eng. 2014;66:167-177.
Kawamoto JD. Solution of nonlinear dynamic structural system based on a hybrid frequency-time-domain approach. Research Report R83-5, MIT, Dept. of Civil Eng., Cambridge, MA. c1983.
Kim JM, Choi JS, Lee JS. A new hybrid method for nonlinear soil-structure interaction analysis. J. Earthq. Eng. Soc. Korea. 2003;7:1-7.
Bielak J, Loukakis K, Hisada Y, Yoshimura C. Domain reduction method for three-dimensional earthquake modeling in localized regions. Part I: theory. Bull. Seismol. Soc. Am. 2003;93:817-824.
Basu U. Explicit finite element perfectly matched layer for transient three-dimensional elastic waves. Int. J. Numer. Meth. Eng. 2009;77:151-176.
Solberg JM, Hossain Q, Blink JA, Bohlen SR, Mseis G, Greenberg H. Development of a generalized methodology for soil-structure interaction analysis using nonlinear time-domain techniques. Report # LLNL-TR-635762, Lawrence Livermore National Laboratory. c2013.
Tafazzoli N, Pisano F, Abbel JA, Kamrani B, Jeong CG, Aldridge B, Roche R, Kammerer A, Jeremic B. The NRC ESSI simulator program current status. SMiRT-22, 2013 August 18-23, San Francisco, CA.
LSTC, LS-DYNA user's manual, Vols. 1 & 2, Version 971 R5. c2010.
Kim JM, Lee EH. Boundary reaction method for nonlinear soilstructure interaction analysis. Proc. KSCE Confer. c2013.
Kim JM, Lee EH, Lee SH. Boundary reaction method for nonlinear soil-structure interaction under earthquake loads. Soil Dyn. Earthq. Eng. 2016; Under review.
Kim JM, Lee EH. Development and verification of simplified beam-stick model of seismically isolated APR1400 nuclear power plant structure. Research Report, Central Research Institute of KHNP. 2015; KETEP Project No. 2014151010170B. c2015.
Yun CB, Chang SH, Seo CG, Kim JM. Dynamic infinite elements for soil-structure interaction analysis in a layered soil medium. Int. J. Struct. Stab. Dy. 2007;7(4):693-713.
Ryu JS, Seo CG, Kim JM, Yun CB. Seismic response analysis of soil-structure interactive system using a coupled three-dimensional FE-IE method. Nucl. Eng. Des. 2010;240:1949-1966.
MIDAS/Civil, Available from: http://www.midasit.com/
Deek AJ, Randolph MF. Axisymmetric time domain transmitting boundaries. J. Eng. Mech.-ASCE. 1994;120:25-42.
Kellezi L. Local transmitting boundaries for transient elastic analysis. Soil. Dyn. Earthq. Eng. 2000;19:533-547.
Liu J, Gu Y, Wang Y, Li B. Efficient procedure for seismic analysis of soil-structure interaction system. Tsinghua Science and Technology. 2006;11:625-631.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.