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      구조물과 부계통간의 연계방법에 따른 지진응답 분석 = Analysis of Seismic Response due to the Dynamic Coupling Between a Primary Structure and Secondary System

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      https://www.riss.kr/link?id=A106827276

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      다국어 초록 (Multilingual Abstract)

      Seismic responses due to the dynamic coupling between a primary structure and secondary system connected to a structure are analyzed in this study. The seismic responses are compared based on dynamic coupling criteria and according to the error level ...

      Seismic responses due to the dynamic coupling between a primary structure and secondary system connected to a structure are analyzed in this study. The seismic responses are compared based on dynamic coupling criteria and according to the error level in the natural frequency, with the recent criteria being reliant on the error level in the spectral displacement response. The acceleration responses and relative displacement responses of a primary structure and a secondary system for a coupled model and two different decoupled models of two degrees-of-freedom system are calculated by means of the time integration method. Errors in seismic responses of the uncoupled models are reduced with the recent criteria. As the natural frequency of the secondary system increases, error in the natural frequency decreases, but seismic responses of uncoupled models can be underestimated compared to that of coupled model. Results in this paper can help determine dynamic coupling and predict uncoupled models' response conservatism.

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      참고문헌 (Reference)

      1 Tadinada SK, "Structural Fragility of T-joint Connections in Large-scale Piping Systems using Equivalent Elastic Timehistory Simulations" 65 : 49-59, 2017

      2 U.S. Nuclear Regulatory Commission, "Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants" 1975

      3 Gupta A, "Significance of Non-classical Damping in Seismic Qualification of Equipment and Piping" 317 : 90-99, 2017

      4 Chen Y, "Seismic Response of Secondary Systems" 10 (10): 218-228, 1988

      5 Singh MP, "Seismic Response Analysis of Structure-Equipment Systems with Non-Classical Damping Effects" 15 (15): 871-888, 1987

      6 American Society of Civil Engineers, "Seismic Analysis of Safetyrelated Nuclear Structures and Commentary. ASCE4/98"

      7 Burdisso RA, "Seismic Analysis of Multiply Supported Secondary Systems with Dynamic Interaction Effects" 15 (15): 1005-1022, 1987

      8 Suarez LE, "S eismic R esponse of SDF E q uipment-Structure, System" 113 (113): 16-30, 1987

      9 Gupta AK, "Response Spectrum Method in Seismic Analysis and Design of Structures" CRC Press 1990

      10 Crandall SH, "Random Vibration in Mechanical Systems" Academic Press 1963

      1 Tadinada SK, "Structural Fragility of T-joint Connections in Large-scale Piping Systems using Equivalent Elastic Timehistory Simulations" 65 : 49-59, 2017

      2 U.S. Nuclear Regulatory Commission, "Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants" 1975

      3 Gupta A, "Significance of Non-classical Damping in Seismic Qualification of Equipment and Piping" 317 : 90-99, 2017

      4 Chen Y, "Seismic Response of Secondary Systems" 10 (10): 218-228, 1988

      5 Singh MP, "Seismic Response Analysis of Structure-Equipment Systems with Non-Classical Damping Effects" 15 (15): 871-888, 1987

      6 American Society of Civil Engineers, "Seismic Analysis of Safetyrelated Nuclear Structures and Commentary. ASCE4/98"

      7 Burdisso RA, "Seismic Analysis of Multiply Supported Secondary Systems with Dynamic Interaction Effects" 15 (15): 1005-1022, 1987

      8 Suarez LE, "S eismic R esponse of SDF E q uipment-Structure, System" 113 (113): 16-30, 1987

      9 Gupta AK, "Response Spectrum Method in Seismic Analysis and Design of Structures" CRC Press 1990

      10 Crandall SH, "Random Vibration in Mechanical Systems" Academic Press 1963

      11 Fouquiau PV, "New Dynamic Decoupling Criteria for Secondary Systems" 1-10, 2018

      12 Gupta AK, "Dynamic Decoupling of Secondary Systems" 81 : 359-373, 1984

      13 Gupta AK, "Dynamic Decoupling of Multiply Connected MDOF Secondary Systems" 81 : 375-383, 1984

      14 U.S. Nuclear Regulatory Commission, "Design Response Spectra for Seismic Design of Nuclear Power Plants, Regulatory Guide 1.60Rev.2"

      15 Hadjian AH, "Decoupling of Secondary Systems for Seismic Analysis. Transactions of the ASME" 108 : 78-85, 1986

      16 Kwag S, "Computationally Efficient Fragility Assessment using Equivalent Elastic Limit State and Bayesian Updating" 197 : 1-11, 2018

      17 USNRC, "Benchmark Program for the Evaluation of Methods to Analyze Non-Classically Damped Coupled Systems. NUREG/CR-6661 (BNL-NUREG52577)"

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      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
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      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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      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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