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    실험 및 해석적 연구에 의한 모형 캐비닛의 지진거동특성 분석 = Seismic Behavior Characteristics Analysis of a Cabinet Model via Experimental and Numerical Studies

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    https://www.riss.kr/link?id=A109215387

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    부가정보

    국문 초록 (Abstract) kakao i 다국어 번역

    원전 내 전기기기의 내진성능 평가는 안전성 확보에 매우 중요하다. 이 연구에서는 원전에 설치되는 전기기기의 동특성 및현장조사 결과를 참고하여 모형 캐비닛과 앵커기초를 설계 및 제작하였다. 제작된 모형 캐비닛을 대상으로 진동대실험을 수행하였다.
    실험 결과를 바탕으로 유한요소모델을 작성하고 지진응답해석을 수행하였다. 입력지진동이 커짐에 따른 실험 및 해석 결과를 비교하여모형 캐비닛의 지진거동특성을 분석하였다. 두 결과에 대한 모형 캐비닛의 지진거동은 다르며 내진성능에 큰 차이가 발생할 수 있다.
    따라서 캐비닛과 콘크리트 기초 사이의 상호작용을 고려할 수 없는 경우 캐비닛의 지진거동 특성은 실험적으로 평가하는 것이 적절할것으로 판단하였다.
    번역하기

    원전 내 전기기기의 내진성능 평가는 안전성 확보에 매우 중요하다. 이 연구에서는 원전에 설치되는 전기기기의 동특성 및현장조사 결과를 참고하여 모형 캐비닛과 앵커기초를 설계 및 제...

    원전 내 전기기기의 내진성능 평가는 안전성 확보에 매우 중요하다. 이 연구에서는 원전에 설치되는 전기기기의 동특성 및현장조사 결과를 참고하여 모형 캐비닛과 앵커기초를 설계 및 제작하였다. 제작된 모형 캐비닛을 대상으로 진동대실험을 수행하였다.
    실험 결과를 바탕으로 유한요소모델을 작성하고 지진응답해석을 수행하였다. 입력지진동이 커짐에 따른 실험 및 해석 결과를 비교하여모형 캐비닛의 지진거동특성을 분석하였다. 두 결과에 대한 모형 캐비닛의 지진거동은 다르며 내진성능에 큰 차이가 발생할 수 있다.
    따라서 캐비닛과 콘크리트 기초 사이의 상호작용을 고려할 수 없는 경우 캐비닛의 지진거동 특성은 실험적으로 평가하는 것이 적절할것으로 판단하였다.

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    Evaluating the seismic performance of electrical equipment in nuclear power plants is crucial for ensuring safety. In this study, a cabinet model and its anchor foundation were designed and manufactured based on the dynamic characteristics of electrical equipment used in nuclear power plants and findings of field surveys. A shaking table test was conducted on the fabricated cabinet model. Based on the experimental results, a finite element model was developed for the seismic response analysis. The seismic behavior characteristics of the cabinet model were examined by comparing the experimental and analytical results as the input seismic motion increased. Differences were observed between the seismic behavior of the cabinet model in two results, potentially leading to considerable variations in the seismic performance. Consequently, if the interaction between the cabinet and concrete foundation is not considered, it would be prudent to experimentally evaluate the seismic behavior characteristics of the electrical cabinet.
    번역하기

    Evaluating the seismic performance of electrical equipment in nuclear power plants is crucial for ensuring safety. In this study, a cabinet model and its anchor foundation were designed and manufactured based on the dynamic characteristics of electric...

    Evaluating the seismic performance of electrical equipment in nuclear power plants is crucial for ensuring safety. In this study, a cabinet model and its anchor foundation were designed and manufactured based on the dynamic characteristics of electrical equipment used in nuclear power plants and findings of field surveys. A shaking table test was conducted on the fabricated cabinet model. Based on the experimental results, a finite element model was developed for the seismic response analysis. The seismic behavior characteristics of the cabinet model were examined by comparing the experimental and analytical results as the input seismic motion increased. Differences were observed between the seismic behavior of the cabinet model in two results, potentially leading to considerable variations in the seismic performance. Consequently, if the interaction between the cabinet and concrete foundation is not considered, it would be prudent to experimentally evaluate the seismic behavior characteristics of the electrical cabinet.

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    참고문헌 (Reference)

    1 Kim, J. B., "Stress-Strain Curves of Mild Carbon Steels for Decommissioning Wastes Transfortation Container" 2019

    2 Zuo, H., "Shaking Table Tests of a Switching Power Cabinet Considering Physical Damage and Functionality Loss" 177 : 108421-, 2024

    3 윤다운 ; 전법규 ; 김성완 ; 소기환 ; 이승준, "Shake Table Test for Seismic Behavior Characteristics Analysis of an Electrical Cabinet Model Considering Cracks in the Anchor Foundation" 33 (33): 296-305, 2023

    4 Tran, T. T., "Seismic Vulnerability of Cabinet Facility with Tuned Mass Dampers Subjected to High-and Low-Frequency Earthquakes" 10 (10): 4850-, 2020

    5 Ries, M., "Seismic Qualification of an Electrical Cabinet : Comparison of Analysis and Test Results" 2017

    6 Son, H. Y., "Seismic Qualification of Electrical Cabinet Using High-Fidelity Simulation under High Frequency Earthquakes" 12 (12): 8048-, 2020

    7 조성국 ; Kashif Salman, "Seismic Demand Estimation of Electrical Cabinet in Nuclear Power Plant Considering Equipment-Anchor-Interaction" 54 (54): 1382-1393, 2022

    8 Salman, K., "Seismic Capacity Evaluation of NPP Electrical Cabinet Facility Considering Grouping Effects" 57 (57): 800-812, 2020

    9 전법규 ; 김성완 ; 장성진 ; 박동욱 ; 이홍표, "Seismic Behavior of Simplified Electrical Cabinet Model Considering Cast-In-Place anchor in Uncracked and Cracked Concretes" 55 (55): 4252-4265, 2023

    10 Han, M., "Rocking Stiffness of Electric Cabinet Considering the Local Deformation at the Base" 2018

    1 Kim, J. B., "Stress-Strain Curves of Mild Carbon Steels for Decommissioning Wastes Transfortation Container" 2019

    2 Zuo, H., "Shaking Table Tests of a Switching Power Cabinet Considering Physical Damage and Functionality Loss" 177 : 108421-, 2024

    3 윤다운 ; 전법규 ; 김성완 ; 소기환 ; 이승준, "Shake Table Test for Seismic Behavior Characteristics Analysis of an Electrical Cabinet Model Considering Cracks in the Anchor Foundation" 33 (33): 296-305, 2023

    4 Tran, T. T., "Seismic Vulnerability of Cabinet Facility with Tuned Mass Dampers Subjected to High-and Low-Frequency Earthquakes" 10 (10): 4850-, 2020

    5 Ries, M., "Seismic Qualification of an Electrical Cabinet : Comparison of Analysis and Test Results" 2017

    6 Son, H. Y., "Seismic Qualification of Electrical Cabinet Using High-Fidelity Simulation under High Frequency Earthquakes" 12 (12): 8048-, 2020

    7 조성국 ; Kashif Salman, "Seismic Demand Estimation of Electrical Cabinet in Nuclear Power Plant Considering Equipment-Anchor-Interaction" 54 (54): 1382-1393, 2022

    8 Salman, K., "Seismic Capacity Evaluation of NPP Electrical Cabinet Facility Considering Grouping Effects" 57 (57): 800-812, 2020

    9 전법규 ; 김성완 ; 장성진 ; 박동욱 ; 이홍표, "Seismic Behavior of Simplified Electrical Cabinet Model Considering Cast-In-Place anchor in Uncracked and Cracked Concretes" 55 (55): 4252-4265, 2023

    10 Han, M., "Rocking Stiffness of Electric Cabinet Considering the Local Deformation at the Base" 2018

    11 "NUREG/CR-6919, Recommendations for Revision of Seismic Damping Values in Regulatory Guide 1.61"

    12 Rustogi, S., "Modeling the Dynamic Behavior of Electrical Cabinets and Control Panels : Experimental and Analytical Results" 130 (130): 511-519, 2004

    13 "KS D 3568, Carbon Steel Square Pipes for General Structural Purposes"

    14 "IEEE Std 344, IEEE Standard for Seismic Qualification of Equipment for Nuclear Power Generating Stations"

    15 "FEMA-E74, Reducing the Risks of Nonstructural Earthquake Damage: A Practical Guide"

    16 장성진 ; 정영수 ; 임승현 ; 최인길 ; 박동욱, "Evaluation of MCC Seismic Response According to the Frequency Contents through the Shake Table Test" 53 (53): 1345-1356, 2021

    17 곽신영 ; 임승현 ; 곽진성 ; 오진호, "Evaluation Model of Seismic Response Behavior and Performance of Nuclear Plant Piping Systems" 11 (11): 54-62, 2020

    18 Lee, S. M., "Evaluating the Applicability of Seismic Retrofit of an Electric Cabinet in a Power Plant" 177 (177): 89-605, 2023

    19 Salman, K., "Effect of Frequency Content of Earthquake on the Seismic Response of Interconnected Electrical Equipment" 1 (1): 198-215, 2020

    20 전법규 ; 손호영 ; 임승현 ; 최인길 ; 주부석, "Dynamic Characteristics of Single Door Electrical Cabinet Under Rocking : Source Reconciliation of Experimental and Numerical Findings" 53 (53): 2387-2395, 2021

    21 손호영 ; 소우빈 ; 전법규 ; 정우영 ; 주부석, "Dynamic Characteristics of Double-Door Electrical Cabinet by 3D Finite Element Analysis Model" 11 (11): 60-66, 2020

    22 윤다운 ; 전법규 ; 정우영 ; 장성진 ; 신용재, "Analysis of Anchorage Behavior Characteristics of the Electrical Cabinet Using Shaking Table Tests" 29 (29): 43-50, 2019

    23 Gwon, T. J., "An Experimental Study on Cold-formed Carbon Steel(SRT 275)Square Hollow Section Columns under Concentric Axial Compression" 31 (31): 21-22, 2020

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