• 제목/요약/키워드: Reliability standard

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가변적인 샘플링을 이용한 차원 감소법에 의한 신뢰도 해석 기법 (Reliability Analysis Using Dimension Reduction Method with Variable Sampling Points)

  • 육순민;민준홍;김동호;최동훈
    • 대한기계학회논문집A
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    • 제33권9호
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    • pp.870-877
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    • 2009
  • This study provides how the Dimension Reduction (DR) method as an efficient technique for reliability analysis can acquire its increased efficiency when it is applied to highly nonlinear problems. In the highly nonlinear engineering systems, 4N+1 (N: number of random variables) sampling is generally recognized to be appropriate. However, there exists uncertainty concerning the standard for judgment of non-linearity of the system as well as possibility of diverse degrees of non-linearity according to each of the random variables. In this regard, this study judged the linearity individually on each random variable after 2N+1 sampling. If high non-linearity appeared, 2 additional sampling was administered on each random variable to apply the DR method. The applications of the proposed sampling to the examples produced the constant results with increased efficiency.

LED 열화 데이터에 대한 정규화 방법에 대한 연구 (Study on Normalization Method of LED Degradation Data)

  • 정의효;임홍우;형재필;정창욱;조정하;장중순
    • 한국신뢰성학회지:신뢰성응용연구
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    • 제18권1호
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    • pp.49-55
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    • 2018
  • Purpose: To propose improved method for normalization, compare to the de facto international standard which is IESNA TM-21 or conventional normalization methods. Methods: Firstly, we analysed conventional methods and specified the problem of normalization method which is based on first measured data. Secondly, we proposed our approach which is based on the design specification. Lastly, we studied a real degradation data which is conducted for 15,000 hours. Conclusion: Proposed normalization method is better approach because it can reflect real data and design specification, and reduce distortion when analysing degradation data. Also, It is appliable to other long-life reliability items.

굽힘-비틀림 복합하중을 받는 복합재료 구조물의 최적 강건 설계 (Robust Design of Composite Structure under Combined Loading of Bending and Torsion)

  • 윤지용;오광환;남현욱;한경섭
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 추계학술발표대회 논문집
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    • pp.211-214
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    • 2005
  • This research studied robust design of composite structure under combined loading of bending and torsion. DOE (Design of Experiment) technique was used to find important design factors. The results show that the beam height, beam width, layer thickness and stack angle of outer-layer are important design parameter. The $2^{nd}$ DOE and RSM (Response Surface Model) were conducted to obtain optimum design. Multi-island genetic algorithm was used to optimum design. An approximate value of 6.65 mm in deflection was expected under optimum condition. Six sigma robust design was conducted to find out guideline for control range of design parameter. To acquire six sigma level reliability, the sigma level reliability, the standard deviation of design parameter should be controlled within 2.5 % of average design value.

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원자력발전소의 안전성 및 신뢰도 평가 (Safety and Reliability Assessment for Nuclear Power Plants)

  • 정원대;황미정
    • 한국안전학회지
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    • 제12권4호
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    • pp.143-152
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    • 1997
  • Probabilistic Safety Assessment(PSA) is an engineering analysis of the possible contributors to the risk from a nuclear power plant. It consist of three phases named as Level 1, 2 and 3. Level 1 PSA mainly focused in this paper is the phase of system analysis which includes the development of accident scenarios and the frequency estimation of each scenario. It covers also the system reliability analysis, component data analysis, and human reliability analysis. PSA have become a standard tool in safety evaluation of nuclear power plants. The main benefit of PSA is to provide insights into plant design, performance and environmental impacts, including the identification of dominant risk contributors and the comparison of options for reducing risk.

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가변적인 샘플링을 이용한 신뢰도 해석 기법 (Reliability Analysis Method with Variable Sampling Points)

  • 육순민;최동훈
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.1162-1168
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    • 2008
  • This study provides how the Dimension Reduction (DR) method as an efficient technique for reliability analysis can acquire its increased efficiency when it is applied to highly nonlinear problems. In the highly nonlinear engineering systems, 4N+1 (N: number of random variables) sampling is generally recognized to be appropriate. However, there exists uncertainty concerning the standard for judgment of non-linearity of the system as well as possibility of diverse degrees of non-linearity according to each of the random variables. In this regard, this study judged the linearity individually on each random variable after 2N+1 sampling. If high non-linearity appeared, 2 additional sampling was administered on each random variable to apply the DR method. The applications of the proposed sampling to the examples produced the constant results with increased efficiency.

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고정밀 전력미터의 개발과 신뢰성 확보 방안에 대한 연구 (A Study on the High-Accuracy Power Meter and Reliability Verification Plan)

  • 이상훈;이창화
    • 한국멀티미디어학회논문지
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    • 제20권7호
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    • pp.1046-1053
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    • 2017
  • We propose a design method of high accuracy power measuring device and the method of securing the reliability of the measured data. As a design method for the development of the high accuracy power measuring device, the circuit was made by reflecting the high accuracy power measuring ICs and the CT (Current Transformer). To ensure the reliability of the power meter, we requested to the watt-hour meter certified testing organization to measure the error rate, and the error rate of active power based on the "Wattmeter Technical Standard(Revision notify 2014-283)" was measure, and the error rate was confirmed to be less than 0.1%.

심해 유인 잠수정 구형 내압 선체의 구조 해석 (Structural Analysis for Spherical Pressure Hull of Deep Manned Submersible)

  • 이한민;박성환;이재경
    • 한국CDE학회논문집
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    • 제20권4호
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    • pp.412-419
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    • 2015
  • This paper presents the results of the structural analysis and the optimization of a 6,500 m manned submersible. Nonlinear structural analysis for imperfect spheres with the maximum allowable out-of-roundness(OOR) was performed to calculate the thickness of the pressure hull. Dimensions of viewports were determined according to ASME PVHO standard. The design optimization of the spherical hull with openings was divided into two steps - the optimization of the detailed shape of the viewport reinforcements and the optimization of the viewport location in the spherical pressure hull.

국내 전자상거래 통계정보의 평가와 신뢰성 증진방안에 대한 연구 (A Study on Evaluation and Improving Reliability of Domestic e-Commerce Statistics)

  • 홍기학;이기성;손창균
    • 응용통계연구
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    • 제16권2호
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    • pp.225-237
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    • 2003
  • 본 연구에서는 국내 전자상거래 시장규모의 추정치와 예측치가 각 조사기관별로 차이가 나는 주요 요인을 분석하고, 이를 객관화, 표준화하여 전자상거래 시장규모 추정치에 대해 보다 신뢰성있는 평가기준을 마련하였다. 또한 이러한 평가기준을 적용하여 조사기관이나 연구 단체에서 발표하는 전자상거래 통계의 신뢰성을 보장하도록 하였다.

가정학 연구에서 활용되는 관능검사에 대한 신뢰도 평가방법에 관한 연구 (Improvement of Reliability in the Sensory Evaluation for Home Economics Research)

  • 위은하;박정수
    • 한국가정과학회지
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    • 제3권2호
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    • pp.90-100
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    • 2000
  • Statistical reliability in the sensory evaluation measures the agreement of judgements for several observers. Kendall's coefficient of concordance for multiple rankings. and coefficient of consistence and coefficient of agreement for paired comparisons are frequently used as the standard reliability measures. The main idea and the computational formula of these coefficients in various situations are explained in detail with some real (cloth designing) examples. Moreover a user-friendly computer program called as MultPair is introduced. We expect that this expository paper and the computer program give a practical help to the researchers who use the sensory evaluation techniques.

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유용설계 영역내 철근콘크리트 전단벽의 ASOFM 해석에 관한 연구 (The AFOSM Study of RC Shear Wall within Feasible Design Area)

  • 김요숙;신영수;이화미
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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    • pp.207-214
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    • 2001
  • In Korea, the multi-dwelling residential buildings are most popular housing system that is reinforced concrete shear wall system. However, the serviceability and safety of the system have been decreased because of the errors in design or construction and inadequate maintenance. In addition the safety of the system cannot be evaluated reasonably because the system is analyzed by the deterministic approach. Therefore, this study is aimed to analyze reinforced concrete shear walls by the reliability approach considering uncertainty based on the probability theory. In this study, a reliability analysis program using MATLAB is developed by combining AFOSM and Sampling Method for the reinforced concrete shear walls within feasible design area. The reasonable reliability index β of ultimate limit states for RC shear walls are calculated automatically using this developed program with the measured data those have means and standard deviations in the field. The ultimate states are compression failure, tension failure, governing compression, and governing bending of the reinforced concrete shear walls respectively. To estimate the safety of the system using developed program can be used to predict residual life-time of the system.

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