• 제목/요약/키워드: Probabilistic damage

검색결과 291건 처리시간 0.038초

Defense against HELLO Flood Attack in Wireless Sensor Network

  • Hamid Md. Abdul;Hong Choong Seon;Byun Sang Ick
    • 한국정보과학회:학술대회논문집
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    • 한국정보과학회 2005년도 가을 학술발표논문집 Vol.32 No.2 (1)
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    • pp.214-216
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    • 2005
  • We consider Wireless Sensor Network Security (WSN) and focus our attention to tolerate damage caused by an adversary who has compromised deployed sensor node to modify, block, or inject packets. We adopt a probabilistic secret sharing protocol where secrets shared between two sensor nodes are not exposed to any other nodes. Adapting to WSN characteristics, we incorporate these secrets to establish new pairwise key for node to node authentication and design multipath routing to multiple base stations to defend against HELLO flood attacks. We then analytically show that our defense mechanisms against HELLO flood attack can tolerate damage caused by an intruder.

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GFRP 복합구조의 피로신뢰성 해석모형에 관한 연구 (Fatigue Reliability Analysis Model for GFRP Composite Structures)

  • 조효남;신재철;이승재
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.29-32
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    • 1991
  • It is well known that the fatigue damage process in composite materials is very complicated due to complex failure mechanisms that comprise debounding, matrix cracking, delamination and fiber splitting of laminates. Therefore, the residual strength, instead of a single dominant crack length, is chosen to describe the criticality of the damage accumulated in the sublaminate. In this study, two models for residual strength degradation established by Yang-Liu and Tanimoto-Ishikawa that are capable of predicting the statistical distribution of both fatigue life and residual strength have been investigated and compared. Statistical methodologies for fatigue life prediction of composite materials have frequently been adopted. However, these are usually based on a simplified probabilistic approach considering only the variation of fatigue test data. The main object of this work is to propose a fatigue reliability analysis model which accounts for the effect of all sources of variation such as fabrication and workmanship, error in the fatigue model, load itself, etc. The proposed model is examined using the previous experimental data of GFRP and it is shown that it can be practically applied for fatigue problems in composite materials.

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Probabilistic Approach to Predicting Residual Longitudinal Strength of Damaged Double HullVLCC

  • Huynh, Van-Vu;Lee, Seung-Hyun;Cho, Sang-Rai
    • 한국해양공학회지
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    • 제25권3호
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    • pp.1-10
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    • 2011
  • This paper estimates the residual longitudinal strength of a damaged double hull VLCC (Very Large Crude Carrier) under combined vertical and horizontal bending moments using Smith's method. The damage estimated in this study occurred due to collision or grounding accidents. The effects of the randomness of the yield stress, plate thickness, extent of damage, and the combination of these three parameters on the ultimate hull girder strength were investigated. Random variables were generated by a Monte Carlo simulation and applied to the double hull VLCC described by the ISSC (International Ship and Offshore Structures Congress) 2000 report.

확률모형을 이용한 정보보호 투자 포트폴리오 분석 (Probabilistic Modeling for Evaluation of Information Security Investment Portfolios)

  • 양원석;김태성;박현민
    • 한국경영과학회지
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    • 제34권3호
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    • pp.155-163
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    • 2009
  • We develop a probability model to evaluate information security investment portfolios. We assume that organizations install portfolios of information security countermeasures to mitigate the damage such as loss of the transaction being processed, damage of hardware and data, etc. A queueing model and Its expected value analysis are used to derive the lost cost of transactions being processed, the replacement cost of hardwares, and the recovery cost of data. The net present value for each portfolio is derived and organizations can select the optimal information security investment portfolio by comparing portfolios.

Identification of nonlinear systems through statistical analysis of the dynamic response

  • Breccolotti, Marco;Pozzuoli, Chiara
    • Structural Monitoring and Maintenance
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    • 제7권3호
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    • pp.195-213
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    • 2020
  • In this paper an extension to the method for the identification of mechanical parameters of nonlinear systems proposed in Breccolotti and Materazzi (2007) for MDoF systems is presented. It can be used for damage identification purposes when damage modifies the linear characteristics of the investigated structure. It is based on the following two main features: the solution of the Fokker-Planck equation that describes the response probabilistic properties of the system when it is excited by external Gaussian loads; and a model updating technique that minimizes the differences between the response of the actual system and that of a parametric system used to identify the unknown parameters. Numerical analysis, that simulate virtual experimental tests, are used in the paper to show the capabilities of the method and to analyse the conditions required for its application.

Entropy-based optimal sensor networks for structural health monitoring of a cable-stayed bridge

  • Azarbayejani, M.;El-Osery, A.I.;Taha, M.M. Reda
    • Smart Structures and Systems
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    • 제5권4호
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    • pp.369-379
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    • 2009
  • The sudden collapse of Interstate 35 Bridge in Minneapolis gave a wake-up call to US municipalities to re-evaluate aging bridges. In this situation, structural health monitoring (SHM) technology can provide the essential help needed for monitoring and maintaining the nation's infrastructure. Monitoring long span bridges such as cable-stayed bridges effectively requires the use of a large number of sensors. In this article, we introduce a probabilistic approach to identify optimal locations of sensors to enhance damage detection. Probability distribution functions are established using an artificial neural network trained using a priori knowledge of damage locations. The optimal number of sensors is identified using multi-objective optimization that simultaneously considers information entropy and sensor cost-objective functions. Luling Bridge, a cable-stayed bridge over the Mississippi River, is selected as a case study to demonstrate the efficiency of the proposed approach.

Priority Rankings of the System Modifications to Reduce Core Damage Frequency of Wolsong NPP Units 2/3/4

  • Kwon, Jong-Jooh;Kim, Myung-Ki;Seo, Mi-Ro;Hong, Sung-Yull
    • 한국원자력학회:학술대회논문집
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    • 한국원자력학회 1998년도 춘계학술발표회논문집(1)
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    • pp.899-905
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    • 1998
  • The analysis priority makings the recommendation to reduce the total core damage frequency (CDF) of Wolsong nuclear Power Plant nits 2/3/4 was Performed in this paper. In order to derive the recommendation, the sensitivity analysis of CDF on which major contributors effect m performed based on the accident quantification results during Level 1 Probabilistic safety assessment (PSA). Priorities were ranked in tile way that compares the CDF reduction rate with efforts required to implement those recommendations using risk matrix

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Reliability sensitivity analysis of dropped object on submarine pipelines

  • Edmollaii, Sina Taghizadeh;Edalat, Pedram;Dyanati, Mojtaba
    • Ocean Systems Engineering
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    • 제9권2호
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    • pp.135-155
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    • 2019
  • One of the safest and the most economical methods to transfer oil and gas is pipeline system. Prediction and prevention of pipeline failures during its assessed lifecycle has considerable importance. The dropped object is one of the accidental scenarios in the failure of the submarine pipelines. In this paper, using Monte Carlo Sampling, the probability of damage to a submarine pipeline due to a box-shaped dropped object has been calculated in terms of dropped object impact frequency and energy transfer according to the DNV-RP-F107. Finally, Reliability sensitivity analysis considering random variables is carried out to determine the effect intensity of each parameter on damage probability. It is concluded that impact area and drag coefficient have the highest sensitivity and mass and add mass coefficient have the lowest sensitivity on probability of failure.

지반조건을 고려한 교량의 내진성능기반 취약도 해석 (Seismic Performance based Fragility Analysis of Bridge Structure in terms of Soil Conditions)

  • 이대형;홍현기;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.73-76
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    • 2008
  • 지진에 의한 피해는 지진이 가지는 불확실성으로 인하여 확률적으로 예측하여야 한다. 취약도 분석은 교량구조물의 피해를 지반가속도에 따른 확률로 나타내고 주어진 지진파에 대한 손상확률의 단계를 추정할 수 있다. 본 연구에서는 프리스트레스트 콘크리트 교량에 대한 수치적 시뮬레이션에 의한 취약도 곡선을 산출하기위해 해석적 연구를 수행하였다. 이를 위해 지반조건에 따라 각각 100개의 인공지 진파를 생성하고 비선형 시간이력해석을 수행하였다. 손상단계는 기존의 실험결과에 기초한 성능기반에 따라 정의하였으며 RC 교각의 지진거동을 변위연성도로 나타내었다. 손상단계 및 지반가속도를 이용하여 PSC교량의 지반조건에 따른 손상곡선을 도출하여 비교분석하였다. 연구결과에 따르면 지반조건 및 구속철근량에 따른 손상확률의 차이를 확인할 수 있다.

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웨스팅하우스형 원전의 보조급수계통 설계변경 영향 평가 (A Safety Improvement for the Design Change of Westinghouse 2 Loop Auxiliary Feedwater System)

  • 나장환;배연경;이은찬
    • 한국압력기기공학회 논문집
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    • 제9권1호
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    • pp.15-19
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    • 2013
  • The auxiliary feedwater is an important to remove the heat from the reactor core when the main feedwater system is unavailable. In most initiating events in Probabilistic Safety Assessment(PSA), the operaton of this system is required to mitigate the accidents. For one of domestic nuclear power plants, a design change of a turbine-driven auxiliary feedwater pump(TD-AFWP), pipe, and valves in the auxiliary system is implemented due to the aging related deterioration by long time operation. This change includes the replacement of the TD-AFWP, the relocation of some valves for improving the system availability, a new cross-tie line, and the installation of manual valves for maintenance. The design modification affects the PSA because the system is critical to mitigate the accidents. In this paper, the safety effect of the change of the auxiliary feedwater system is assessed with regard to the PSA view point. The results demonstrate that this change can supply the auxiliary feedwater from the TD-AFWP in the accident with the motor-driven auxiliary feedwater pump(MD-AFWP) unavailable due to test or maintenance. In addition, the change of MOV's normal position from "close" to "open" can deliver the water to steam generator in the loss of offsite power(LOOP) event. Therefore, it is confirmed that the design change of the auxiliary feedwater system reduces the total core damage frequency(CDF).