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원자력발전소 면진적용을 위한 기존 설계식의 적용성 검토

Evaluation of the Applicability of Existing Design Formula for Seismic Isolation to Nuclear Power Plants

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주제분류토목공학

초록

Involved in a research for the application of seismic isolation to the nuclear industry, this study evaluates firstly the responses of seismic isolation system considering general ranges of structural period and damping ratio by using preliminary design formula. Secondly,coupling effects of input motions were evaluated to find out appropriate conditions of excitations and effect of the iteration for calculating yield displacement of lead core was also assessed in terms of response of a seismically isolated structure. Finally, the results of preliminary design calculation were compared with those of dynamic analysis and the propriety of the formula was evaluated and appropriate ranges of reduction factor were also suggested from the results.

Abstract

Involved in a research for the application of seismic isolation to the nuclear industry, this study evaluates firstly the responses of seismic isolation system considering general ranges of structural period and damping ratio by using preliminary design formula. Secondly,coupling effects of input motions were evaluated to find out appropriate conditions of excitations and effect of the iteration for calculating yield displacement of lead core was also assessed in terms of response of a seismically isolated structure. Finally, the results of preliminary design calculation were compared with those of dynamic analysis and the propriety of the formula was evaluated and appropriate ranges of reduction factor were also suggested from the results.

참고문헌 (18)

  1. Hyun-Uk Kim, "A Parametric Study on Preliminary Design of the Seismic Isolation System for NPP", Proceedings of EESK Conference, pp.219~222 (2012), Earthquake Engineering Society of Korea
  2. A Technical Review Report of Seismic Analysis and Enveloped Site Design in Shin-Kori NPP #3&4, "Jong-Hak Kim", Korea Hydro and Nuclear Power, 18~19 (2008)
  3. Architectural Institute of Korea, "Korea Building Code", ~ (2009)
  4. Korean Society of Civil Engineers, "Korea Bridge Design Code", 997~1006 (2008)
  5. American Association of State Highway and Transportation Officials, "Guide Specifications for Seismic Isolation Design 3rd Edition", pp.15~16 (2010)
  6. American Society of Civil Engineers, "ASCE", SEI 7-10 : Minimum Design Loads for Buildings and Other Structures Ch.17. Seismic Design Requirements for Seismically Isolated Structures, 2010, pp.165~177
  7. Technical Considerations for Seismic Isolation of Nuclear Facilities, US NRC Report, "Bozidar Stojadinovic", 46~62 (2011)
  8. Ronald L. Mayes, "The Seismic Design Handbook2nd Edition Ch. 14 Design of Structures with Seismic Isolation", ~ (2001)
  9. Gomase O. P., "Performance of Non-Linear Elastomeric Base-Isolated Building Structure", J. of Civil & Structural Eng., IPA, 2(1), pp.280~289 (2011)
  10. Japan Electric Association Guide, "JEAG 4614-2000 : Technical Guidelines on Seismic Base Isolation Systems for Structural Safety and Design of Nuclear Power Plants", ~ (2000)
  11. Japan Nuclear Energy Safety, "Regulatory Guideline for Reviewing Seismic Isolation Structure, JNES-SS-1001", ~ (2010)
  12. Mokha, A. S., "Verification of friction model of Teflon bearings under triaxialload", Journal of Structural Engineering, 119(1), pp.240~261 (1993)
  13. National Institute of Building Science, "NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures(FEMA 450) Ch.13", Seismically Isolated Structure Design Requirements, 215~232 (2003)
  14. National Institute of Building Sciences, "NEHRP Recommended Provisions(FEMA 451), 11-1~11-34", ~ (2006)
  15. Ryan, K. L., "Nonlinear model for lead-rubber bearings including axial-load effects", Journal of Engineering Mechanics, 131(12), pp.1270~1278 (2005)
  16. US NRC, "Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants", ~ (1973)
  17. US NRC, "Seismic Design Parameters(Rev 3), NUREG-0800 SRP3.7.1", ~ (2007)
  18. US NRC, "Regulatory Guide 1.208 - A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion", ~ (2007)

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