• Nuclear Engineering and Technology
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• 제37권1호
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• pp.109-117
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• 2005

Limiting conditions for operations (LCOs) are evaluated dynamically using the tool of system dynamics. The LCOs de-fine the allowed outage times (AOTs) and the actions to be taken if the repair cannot be completed within the AOT. System dynamics has been developed to analyze the dynamic reliability of a complicated system. System dynamics using Vensim software have been applied to LCOs assessment for an example system, the auxiliary feed water system of a reference nuclear power plant. Analysis results of both full power operation and shutdown operation have been compared for a measure of core damage frequency. The framework developed in this study has been shown to be very flexible in that it can be applied to assess LCOs quantitatively under any operational context of the TS in FSAR.

• Nuclear Engineering and Technology
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• 제53권2호
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• pp.509-521
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• 2021

In this paper, from a review of the size distribution of the bubbles during pool scrubbing obtained from experiments by EPRI, we apply the bubble size distributions to analyses on the decontamination factors of pool scrubbing via I-COSTA (In-Containment Source Term Analysis). We perform sensitivity studies of the bubble size on the various mechanisms of deposition of aerosol particles in pool scrubbing. We also perform sensitivity studies on the size distributions of the bubbles depending on the diameters at the nozzle exit, the molecular weights of non-condensable gases in the carrier gases, and the steam fractions of the carrier gases. We then perform analyses of LACE-ESPANA experiments and compare the numerical ~ results to those from SPARC-90 and experimental results in order to show the effect of the bubble size distributions.

• Smart Structures and Systems
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• 제7권4호
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• pp.263-274
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• 2011

A reliability-based slope stability assessment method considering fluctuations in the monitored matric suction was proposed for real-time identification of slope risk. The assessment model was based on the limit equilibrium model for infinite slope failure. The first-order reliability method (FORM) was adopted to calculate the probability of slope failure, and results of the model were compared with Monte-Carlo Simulation (MCS) results to validate the accuracy and efficiency of the model. The analysis shows that a model based on Advanced First-Order Reliability Method (AFORM) generates results that are in relatively good agreement with those of the MCS, using a relatively small number of function calls. The contribution of random variables to the slope reliability index was also examined using sensitivity analysis. The results of sensitivity analysis indicate that the effective cohesion c' is a significant variable at low values of mean matric suction, whereas matric suction ($u_a-u_w$) is the most influential factor at high mean suction values. Finally, the reliability indices of an unsaturated model soil slope, which was monitored by a wireless matric suction measurement system, were illustrated as 2D images using the suggested probabilistic model.

• Earthquakes and Structures
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• 제15권6호
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• pp.701-713
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• 2018

Many bridges in Algeria were constructed without taking into account the seismic effect in the design. The implantation of a new regulation code RPOA-2008 requires a higher reinforcement ratio than with the seismic coefficient method, which is a common feature of the existing bridges. For better perception of the performance bridge piers and evaluation of the risk assessment of existing bridges, fragility analysis is an interesting tool to assess the vulnerability study of these structures. This paper presents a comparative performance of bridge piers designed with the seismic coefficient method and the new RPOA-2008. The performances of the designed bridge piers are assessed using thirty ground motion records and incremental dynamic analysis. Fragility curves for the bridge piers are plotted using probabilistic seismic demand model to perform the seismic vulnerability analysis. The impact of changing the reinforcement strength on the seismic behavior of the designed bridge piers is checked by fragility analysis. The fragility results reveal that the probability of damage with the RPOA-2008 is less and perform well comparing to the conventional design pier.

• Nuclear Engineering and Technology
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• 제54권4호
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• pp.1394-1405
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• 2022

The importance of ensuring the inherent safety and security has been more emphasized in recent years to demonstrate the integrity of nuclear facilities under external human-induced events (e.g. aircraft crashes). This work suggests a simulation methodology to effectively evaluate the impact of a commercial aircraft engine onto a dry storage facility. A full-scale engine model was developed and verified by Riera force-time history analysis. A reinforced concrete (RC) structure of a dry storage facility was also developed and material behavior of concrete was incorporated using three constitutive models namely: Continuous Surface Cap, Winfrith, and Karagozian & Case for comparison. Strain-based erosion limits for concrete were suitably defined and the local responses were then compared and analyzed with empirical formulas according to variations in impact velocity. The proposed methodology reasonably predicted such local damage modes of RC structure from the engine missile, and the analysis results agreed well with the calculations of empirical formulas. This research is expected to be helpful in reviewing the dry storage facility design and in the probabilistic risk assessment considering diverse impact scenarios.

• 한국해안·해양공학회논문집
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• 제22권2호
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• pp.88-94
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• 2010

외부안정성을 다룬 동반논문과 차별화하여, 이 논문에서는 심층혼합처리지반에 설치된 안벽의 내부안정성에 대한 정량적 위험도 평가를 위한 신뢰성해석 방법을 제안하였다. 내부안정성 위험도 평가를 위해 개량지반의 단지압, 전단강도 그리고 무개량토의 압출 파괴모드에 대해 MVFOSM, FORM 그리고 MCS를 적용하여 안정성을 검토하고 비교하였다. 심층혼합처리지반상 안벽의 내부안정성에 대한 신뢰성해석 결과, 흙-시멘트 개량체 압축강도의 변동성과 분포형태가 파괴확률에 큰 영향을 미치는 것으로 나타났으며 다른 확률변수들의 영향은 상대적으로 미미했다. 그러므로 흙-시멘트 개량체의 현장 압축강도에 대한 통계적 특성을 합리적이고 정확하게 결정하는 것이 중요하다.

• 산업경영시스템학회지
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• 제38권4호
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• pp.117-131
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• 2015

Conventional data envelopment analysis (DEA) models require that inputs and outputs are given as crisp values. Very often, however, some of inputs and outputs are given as imprecise data where they are only known to lie within bounded intervals. While a typical approach to addressing this situation for optimization models such as DEA is to conduct sensitivity analysis, it provides only a limited ex-post measure against the data imprecision. Robust optimization provides a more effective ex-ante measure where the data imprecision is directly incorporated into the model. This study aims to apply robust optimization approach to DEA models with imprecise data. Based upon a recently developed robust optimization framework which allows a flexible adjustment of the level of conservatism, we propose two robust optimization DEA model formulations with imprecise data; multiplier and envelopment models. We demonstrate that the two models consider different risks regarding imprecise efficiency scores, and that the existing DEA models with imprecise data are special cases of the proposed models. We show that the robust optimization for the multiplier DEA model considers the risk that estimated efficiency scores exceed true values, while the one for the envelopment DEA model deals with the risk that estimated efficiency scores fall short of true values. We also show that efficiency scores stratified in terms of probabilistic bounds of constraint violations can be obtained from the proposed models. We finally illustrate the proposed approach using a sample data set and show how the results can be used for ranking DMUs.

• 한국지반공학회논문집
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• 제22권6호
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• pp.51-61
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• 2006

말뚝-지반의 상호거동과 다양한 설계변수들의 불확실성을 고려한 축하중을 받는 단말뚝의 위험도를 정량화하기 위하여 효율적이고 정확한 복합 신뢰성해석 기법이 본 논문에서 제안되었다. 제안된 신뢰성해석 기법은 응답면기법, 유한차분법, 일차신뢰도법과 반복 선형보간기법의 개념들을 지능적으로 결합하였다. 단말뚝-지반계의 확정적 해석을 위해서 하중전이법과 유한차분법을 통합하였다. 하중조건, 말뚝의 재료와 단면특성, 그리고 지반특성과 관련된 불확실성을 명확하게 고려하였다. 말뚝과 지반의 사용성 한계상태 및 강도 한계상태에 대한 위험도를 평가하였다. 축하중을 받는 사실적인 말뚝-지반계의 안전성평가에 대한 제안기법의 적용성, 정확성 및 효율성을 몬테카를로 시뮬레이션의 결과와 비교함으로써 검증하였다.

• 한국융합학회논문지
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• 제13권2호
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• pp.67-75
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• 2022

이 연구의 목적은 현재 운영되고 있는 코로나19 예방을 위한 거리두기 체계의 과학적 근거 보완으로 적절한 관리방안을 제시하고자 함이다. 현재의 수리 모델들은 연립 상미분방정식으로 표현되어 소상공인이나 영세업자들의 출입자 관리에 사용하기는 어려운 문제가 있다. 본 고에서는 이러한 점을 보완하기 위하여 집합 공간에 주어지는 허용위험도와 기초감염재생산지수, 백신접종에 의한 위험도 감소율을 고려하여 집합하는 사람들에 의한 감염위험도를 정량적으로 표현하는 방법을 제시하였다. 백신접종 상황(미접종, 1차 접종, 완전 접종)에 따른 감염 위험성 정도와 바이러스의 유행상황을 함께 고려하여 방문자의 집합에 따른 감염자 발생 가능성을 확률론적인 차원에서 관리하는 간단한 정량적 모델을 개발하였다. 모델을 사용하여 주어진 예에서 20%의 미접종자가 완전 접종으로 전환될 경우 위험도는 55% 수준으로 감소되는 것을 보였고, 기초 감염재생산지수와 백신접종에 의한 감염위험도 감소 개선 효과를 비교하여 의학적인 관리보다 방역 측면에서의 관리가 더 큰 효과를 얻을 수 있다는 점을 제시하였다. 이를 바탕으로 백신의 종류와 확진자 발생 정도를 고려한 다양한 상황에서 적용할 수 있는 일반화 모델도 제시하였다. 이 모델을 적용하면 백신의 종류, 접종 정도, 접종 후 시간 경과에 따른 실시간 개인별 위험도를 산출할 수 있고, 이를 통해 주어진 공간의 집합 인원에 따른 위험도 관리에 이용할 수 있다.

• Nuclear Engineering and Technology
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• 제37권3호
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• pp.259-264
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• 2005

This paper presents a vital area identification (VAI) method based on the current fault tree analysis (FTA) and probabilistic safety assessment (PSA) techniques for the physical protection of nuclear power plants. A structured framework of a top event prevention set analysis (TEPA) application to the VAI of nuclear power plants is also delineated. One of the important processes for physical protection in a nuclear power plant is VAI that is a process for identifying areas containing nuclear materials, structures, systems or components (SSCs) to be protected from sabotage, which could directly or indirectly lead to core damage and unacceptable radiological consequences. A software VIP (Vital area Identification Package based on the PSA method) is being developed by KAERI for the VAI of nuclear power plants. Furthermore, the KAERI fault tree solver FTREX (Fault Tree Reliability Evaluation eXpert) is specialized for the VIP to generate the candidates of the vital areas. FTREX can generate numerous MCSs for a huge fault tree with the lowest truncation limit and all possible prevention sets.