• 제목/요약/키워드: uncertainty factor

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기술제안입찰을 위한 유지관리 및 에너지 비용 산출방식의 불확실성 분석 (An Uncertainty Analysis of Calculating Life Cycle Maintenance and Energy Costs for Technical Proposals)

  • 정성영;김선혜
    • 한국건설관리학회논문집
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    • 제19권5호
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    • pp.3-9
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    • 2018
  • 기술제안입찰의 주 평가요소 중 하나인 생애주기비용의 적정성은 평가의 전문성을 요하지만 평가에 필요한 시간이 절대적으로 부족하여 경험많은 평가자라 할지라도 단순한 수치 비교에 의한 상대평가에 그치는 경향이 많았다. 이에 본 연구에서는 기술제안입찰로 낙찰자를 선정한 실 사례와 기술제안서를 비교하고 110건의 기술제안입찰 제안서를 비교하여 생애주기비용 중 가장 변동 폭이 큰 유지관리 및 에너지 비용의 불확실성을 분석하였다. 또한 절감된 공사비 대비 유지관리 및 에너지 비용의 절감수준을 정규화하기 위하여 VE지수를 제시하였다. 프로젝트별로 상이한 수선 및 교체 주기, 수선과 교체의 중복, 비수선 항목, 그리고 기타 에너지비 등의 중복 적용이 VE지수의 불확실성을 가장 확대시키는 요인으로 분석되었으며, 이러한 요인의 중복을 제거한 유지관리 및 에너지 비용 산출법을 표본 기술제안 사업 35건에 적용하여 평균 1.38, 표준편차는 1.19를 가지는 VE지수 모집단을 도출하였다. 기술제안 입찰의 평가자는 다수의 제안안 중 가장 합리적으로 산출된 VE지수를 추정하기 위해, 특정 VE지수를 본 연구가 제안하는 모집단 분포에 비교하여 그 확률을 계산하는 결정론적 해석 방법 또는 불확실성을 고려한 확률론적 해석 방법을 사용할 수 있다.

Evaluation of the CNESTEN's TRIGA Mark II research reactor physical parameters with TRIPOLI-4® and MCNP

  • H. Ghninou;A. Gruel;A. Lyoussi;C. Reynard-Carette;C. El Younoussi;B. El Bakkari;Y. Boulaich
    • Nuclear Engineering and Technology
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    • 제55권12호
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    • pp.4447-4464
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    • 2023
  • This paper focuses on the development of a new computational model of the CNESTEN's TRIGA Mark II research reactor using the 3D continuous energy Monte-Carlo code TRIPOLI-4 (T4). This new model was developed to assess neutronic simulations and determine quantities of interest such as kinetic parameters of the reactor, control rods worth, power peaking factors and neutron flux distributions. This model is also a key tool used to accurately design new experiments in the TRIGA reactor, to analyze these experiments and to carry out sensitivity and uncertainty studies. The geometry and materials data, as part of the MCNP reference model, were used to build the T4 model. In this regard, the differences between the two models are mainly due to mathematical approaches of both codes. Indeed, the study presented in this article is divided into two parts: the first part deals with the development and the validation of the T4 model. The results obtained with the T4 model were compared to the existing MCNP reference model and to the experimental results from the Final Safety Analysis Report (FSAR). Different core configurations were investigated via simulations to test the computational model reliability in predicting the physical parameters of the reactor. As a fairly good agreement among the results was deduced, it seems reasonable to assume that the T4 model can accurately reproduce the MCNP calculated values. The second part of this study is devoted to the sensitivity and uncertainty (S/U) studies that were carried out to quantify the nuclear data uncertainty in the multiplication factor keff. For that purpose, the T4 model was used to calculate the sensitivity profiles of the keff to the nuclear data. The integrated-sensitivities were compared to the results obtained from the previous works that were carried out with MCNP and SCALE-6.2 simulation tools and differences of less than 5% were obtained for most of these quantities except for the C-graphite sensitivities. Moreover, the nuclear data uncertainties in the keff were derived using the COMAC-V2.1 covariance matrices library and the calculated sensitivities. The results have shown that the total nuclear data uncertainty in the keff is around 585 pcm using the COMAC-V2.1. This study also demonstrates that the contribution of zirconium isotopes to the nuclear data uncertainty in the keff is not negligible and should be taken into account when performing S/U analysis.

항타공식의 신뢰도 (Reliability of Pile Driving Formula)

  • 박영호;김경석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 봄 학술발표회 논문집
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    • pp.209-216
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    • 1999
  • Prefabricated piles used for construction of highway bridges are most of steel pipe piles and few of prestressed concrete piles. Its installation and inspection are less controllable and have much uncertainty due to changes in subsoil and groundwater conditions. However, most of these piles have been controlled using outdated pile driving formula such as Hiley's formula which models just the energy conservation due to its simple applicability in the field. This formula results in overstriking or sometimes understocking due to buckling of pile head. Engineers cannot ensure by the formula whether pile is installed properly. To compensate the drawbacks of excising pile formula, parameters in Hiley's formula and 55 formula are reviewed. Final sets used in pile formula and PDA test results(E.O.I.D) are measured during pile driving along the depth. These measured results along the depth were compared with each other and with N values, so that relations between the each result could be inferred. Also the factor of safety which can be used for pile driving formula are suggested.

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부분안전계수를 이용한 경사식 방파제의 최적설계기법 (Optimal Design of Rubble Mound Breakwater Used by Partial Safety Factor Method)

  • 이동훈;민석진;김성득
    • 한국해양공학회지
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    • 제17권6호
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    • pp.23-31
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    • 2003
  • As there are so many uncertainties associated with using the determinism analysis method in the design of rubble mound breakwater, it is impossible for a designed construction to provide ultimate stability. First of all, due to the uncertainty of Load and Resistance, a safety level concerning the destruction mode of construction must be given. Then, the optimization design should be processed. After all, we can say that it is a more reasonable design method than the design used by the stability rate. In this study, an established design process is accomplished using Hudson's equation and an economic analysis with the breakwater's section is also conducted. Hudson's equation is compared to Van der Meer's equation. These results are utilized to drop a damage rate, increase the stability of construction, and determine the optimization section of the breakwater.

World Value Surveys를 활용한 Hofstede 문화차원 측정과 활용에 관한 연구 (Hofstede Cultural Dimension Measuring through World Values Surveys)

  • 강미영;권종욱
    • 아태비즈니스연구
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    • 제9권2호
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    • pp.137-152
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    • 2018
  • Hofstede cultural value model is one of the most influential model for cross-cultural studies to measure national difference. In this study, we examine that Hofstede Cultural Dimensions can be measured by World Value Surveys. Selected WVS questions for 31 measurable countries after Exploratory Factor Analysis(EFA) and Confirmatory Factor Analysis(CFA), approved valid through empirical analysis. It is applicable that Individualism values(IND) has related to 2 questionnaires including life satisfaction, Power Distance values(PDI) to 2 questionnaires about political action(Signing a petition and Joining in boycotts), Masculinity values(MAS) to 2 sexual-role questionnaires like "University is more important for a boy than for a girl", Uncertainty Avoidance values (UAI) to 3 questionnaires about confidence(Parliament, The Political parties and Justice System), Long-Term Oriented values(LTO) to 4 questionnaires including "How proud of nationality" and Indulgence versus Restraints values (IVR)to 2 questionnaires including Feeling of Happiness.

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평면 FRAME구조물의 확률 유한 요소 해석 (Probabilistic finite Element Analysis of Plane Frame)

  • 양영순;김지호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1989년도 가을 학술발표회 논문집
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    • pp.40-45
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    • 1989
  • In order to take account of the statistical properties of random variables used in the structural analysis, the conventional approach usually adopts the safety factor based on past experiences for the qualitative assessment of structural safety problem. Recently, new approach based on the probabilistic concept has been applied to the assessment of structural safety in order to circumvent the difficulties of the conventional approach in choosing the appropriate safety factor. Thus, computer program called "Probabilistic finite element method" is developed by incorporation the probabilistic concept into the conventional matrix method in order to investigate the effects of the random variables on the final output of the structural analysis. From the comparison of some examples, it can be concluded that the PFEM developed in this study deals with consistently with the uncertainty of random variables and provides the rational tool for the assessment of structural safety of plane frame.

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RF 전자기장 생체 영향 실험에서 통계적 방법을 통한 전자기장 노출 불확실성 분석 (The analysis of RF dosimetric uncertainties by using statistical method at in-vivo and in-vitro experiments)

  • 최성호;김남
    • 한국전자파학회:학술대회논문집
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    • 한국전자파학회 2003년도 종합학술발표회 논문집 Vol.13 No.1
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    • pp.74-78
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    • 2003
  • This paper shows the dosimetric uncertainties of electromagnetic field at in-vivo and in-vitro experiments. For more accurate consequences of these researches, we have tried to find out any correlations among output power, power density and specific absorption rate(SAR) with the results of in-vivo, in-vitro tests and SAR reports of cellular phone and PDA. In the case of in-vivo tests, the power density has close statistical correlations with SAR value and in the event of in-vitro tests, the output power has considerable statistical correlations with SAR containing duty factor. On the other hand, we found that both power density and output power don't have any close correlations with SAR. And, we obtained fitted regression form among frequency, power density and SAR containing duty factor through multiple linear regression analysis.

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Risk Based Decision Support for Final Closing Section of a Sea Dike

  • Jee, Sung Hyun;Kang, Seong Hae;Kim, Jeong Hwan;Seo, Jong Won
    • Journal of Construction Engineering and Project Management
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    • 제3권2호
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    • pp.49-57
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    • 2013
  • A sea dike construction has been increased in Korea because of the actively deployed reclamation project in basis of efficient application in land. The degree of completion in sea dike construction is affected by final closing construction, which has a lot of uncertainty that often results in higher accidents rate. Therefore, this research identified risk factors of final closing construction and classified them. This research examines the likelihood and its impact for each risk factor and calculates the risk degree as to the risk matrix. Based on this, the impact and the environmental conditions that affect to risk factors are investigated and further responsive methods are established for each risk factor. Ultimately, this research attempts to provide the risk retrenchment method for inspectors by proposing risk estimation model, responsive action list, and risk management process.

건축 프로젝트 개산견적 신뢰도에 영향을 미치는 주요 인자에 관한 연구 (A Study on the Key Factors Influencing the Reliability of Conceptual cost estimates in Building Construction Projects)

  • 안성훈;박우열
    • 한국건축시공학회지
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    • 제8권4호
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    • pp.53-59
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    • 2008
  • Cost estimates are very important to their decision-making in the early stages of a construction project. So Clients have wanted not only to know the results of conceptual cost estimates but also to assess their quality Conceptual cost estimates process is very complex process, so the results of cost estimates are influenced by various factors. So the purpose of this study is to reveal the key factors which influence the reliability of conceptual cost estimates in building construction projects. The analytic hierarchy process is used to determine the relative important weights of elements influencing the conceptual cost estimates. And factor analysis is used to reveal the key factors from the elements that influence the conceptual cost estimates. The results showed that the key factors is an experience level, available data level, level of will for winning the bid, difficulty level of conceptual cost estimate, uncertainty level.

Uncertainty and Sensitivity Analysis on A Biosphere Model

  • Park, Wan-Sou;Kim, Tae-Woon;Lee, Kun-Jai
    • Journal of Radiation Protection and Research
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    • 제15권2호
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    • pp.101-112
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    • 1990
  • For the performance assessment of the radioactive waste disposal system (repository), a biosphere model is suggested. This biosphere model is intended to calculate the annual doses to man caused by the contaminated river water for eight pathways and four radionuclides. This model can also be applied to assess the radiological effects of contaminated well water. To account for the uncertainties on the model parameter values, parameter distributions are assigned to these model parameters. Then, Monte Carlo simulation method with Latin Hypercube sampling technique is used. Also, sensitivity analysis is performed by using the Spearman rank correlation coefficients. It is found that these methods are a very useful tool to treat uncertainties and sensitivities on the model parameter values and to analyze the biosphere model. A conversion factor is proposed to calculate the annual dose rate to humans arising from a unit radionuclide concentration in river water. This conversion factor allows for the substitution of the biosphere model in a probabilistic performance assessment computer code by one single variable.

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