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      https://www.riss.kr/link?id=A100158516

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      다국어 초록 (Multilingual 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 desi...

      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.

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      참고문헌 (Reference)

      1 Mokha, A. S., "Verification of friction model of Teflon bearings under triaxialload" 119 (119): 240-261, 1993

      2 Ronald L. Mayes, "The Seismic Design Handbook2nd Edition Ch. 14 Design of Structures with Seismic Isolation"

      3 Bozidar Stojadinovic, "Technical Considerations for Seismic Isolation of Nuclear Facilities, US NRC Report" 46-62, 2011

      4 US NRC, "Seismic Design Parameters(Rev 3), NUREG-0800 SRP3.7.1"

      5 Japan Nuclear Energy Safety, "Regulatory Guideline for Reviewing Seismic Isolation Structure, JNES-SS-1001"

      6 US NRC, "Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants"

      7 US NRC, "Regulatory Guide 1.208 - A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion"

      8 Gomase O. P., "Performance of Non-Linear Elastomeric Base-Isolated Building Structure" 2 (2): 280-289, 2011

      9 Ryan, K. L., "Nonlinear model for lead-rubber bearings including axial-load effects" 131 (131): 1270-1278, 2005

      10 National Institute of Building Sciences, "NEHRP Recommended Provisions(FEMA 451), 11-1~11-34"

      1 Mokha, A. S., "Verification of friction model of Teflon bearings under triaxialload" 119 (119): 240-261, 1993

      2 Ronald L. Mayes, "The Seismic Design Handbook2nd Edition Ch. 14 Design of Structures with Seismic Isolation"

      3 Bozidar Stojadinovic, "Technical Considerations for Seismic Isolation of Nuclear Facilities, US NRC Report" 46-62, 2011

      4 US NRC, "Seismic Design Parameters(Rev 3), NUREG-0800 SRP3.7.1"

      5 Japan Nuclear Energy Safety, "Regulatory Guideline for Reviewing Seismic Isolation Structure, JNES-SS-1001"

      6 US NRC, "Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants"

      7 US NRC, "Regulatory Guide 1.208 - A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion"

      8 Gomase O. P., "Performance of Non-Linear Elastomeric Base-Isolated Building Structure" 2 (2): 280-289, 2011

      9 Ryan, K. L., "Nonlinear model for lead-rubber bearings including axial-load effects" 131 (131): 1270-1278, 2005

      10 National Institute of Building Sciences, "NEHRP Recommended Provisions(FEMA 451), 11-1~11-34"

      11 National Institute of Building Science, "NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures(FEMA 450) Ch.13"

      12 Architectural Institute of Korea, "Korea Building Code"

      13 Korean Society of Civil Engineers, "Korea Bridge Design Code"

      14 Japan Electric Association Guide, "JEAG 4614-2000 : Technical Guidelines on Seismic Base Isolation Systems for Structural Safety and Design of Nuclear Power Plants"

      15 American Association of State Highway and Transportation Officials, "Guide Specifications for Seismic Isolation Design 3rd Edition" 15-16, 2010

      16 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"

      17 Jong-Hak Kim, "A Technical Review Report of Seismic Analysis and Enveloped Site Design in Shin-Kori NPP #3&4" Korea Hydro and Nuclear Power 18-19, 2008

      18 Hyun-Uk Kim, "A Parametric Study on Preliminary Design of the Seismic Isolation System for NPP" Earthquake Engineering Society of Korea 219-222, 2012

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      학술지 이력
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      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.48 0.48 0.44
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.39 0.35 0.664 0.17
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