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      KCI등재 SCIE SCOPUS

      Estimation of Markovian Transition Probabilities for Pavement Deterioration Forecasting

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      https://www.riss.kr/link?id=A104744295

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      다국어 초록 (Multilingual Abstract)

      While it is impossible to estimate when a road section will collapse, the understanding of road section deterioration can help asset managers predict the condition of road sections and take appropriate actions for rehabilitations. Deterioration foreca...

      While it is impossible to estimate when a road section will collapse, the understanding of road section deterioration can help asset managers predict the condition of road sections and take appropriate actions for rehabilitations. Deterioration forecasting modeling is an essential element for an efficient pavement management system. Although the Pavement Management System (PMS) has been introduced and operated for optimal road maintenance since the late 1980s in Korea, some problems for accurate prediction of road deterioration remain due to the quality of pavement performance data and the different pavement structural, material and environmental conditions. In this paper, a methodology to estimate the Markov transition probability model is presented to forecast the deterioration process of road sections. The deterioration states of the road sections are categorized into several ranks and the deterioration processes are characterized by hazard models. The Markov transition probabilities between the deterioration states,which are defined by the non-uniform or irregular intervals between the inspection points in time, are described by the exponential hazard models. Furthermore, in order to verify the validity of the proposed method, the applicability of the estimation methodology presented in this paper is investigated by using the empirical surface data set of the national highway in Korea.

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      참고문헌 (Reference)

      1 Lancaster,T, "econometric analysis of transition data" Cambridge University Press 1990

      2 Yang, J, "Use of recurrent Markov chains for modeling the crack performance of flexible pavements" 131 (131): 861-872, 2005

      3 Loizos, A, "Prediction of pavement crack initiation from in-service pavements: A duration model approach" 1940 : 38-42, 2005

      4 Federal Highway Administration (FHWA), "PONTIS technical manual"

      5 Guignier, F, "Optimization of infrastructure systems maintenance and improvement policies" 5 (5): 124-134, 1999

      6 Jiang, M, "Optimal life-cycle costing with partial observability" 6 (6): 56-66, 2000

      7 Cesare, M. A, "Modeling bridge deterioration with Markov chains" 118 (118): 821-833, 1992

      8 Seung-Hyun Chung, "Life Cycle Cost Analysis based Optimal Maintenance and Rehabilitation for Underground Infrastructure Management" 대한토목학회 10 (10): 243-253, 2006

      9 Abaza, K. A, "Integrated pavement management system with a Markovian prediction model" 130 (130): 24-33, 2004

      10 박수완, "Identifying the Hazard Characteristics of Pipes in Water Distribution Systems by using the Proportional Hazards Model: 2. Applications" 대한토목학회 8 (8): 669-677, 2004

      1 Lancaster,T, "econometric analysis of transition data" Cambridge University Press 1990

      2 Yang, J, "Use of recurrent Markov chains for modeling the crack performance of flexible pavements" 131 (131): 861-872, 2005

      3 Loizos, A, "Prediction of pavement crack initiation from in-service pavements: A duration model approach" 1940 : 38-42, 2005

      4 Federal Highway Administration (FHWA), "PONTIS technical manual"

      5 Guignier, F, "Optimization of infrastructure systems maintenance and improvement policies" 5 (5): 124-134, 1999

      6 Jiang, M, "Optimal life-cycle costing with partial observability" 6 (6): 56-66, 2000

      7 Cesare, M. A, "Modeling bridge deterioration with Markov chains" 118 (118): 821-833, 1992

      8 Seung-Hyun Chung, "Life Cycle Cost Analysis based Optimal Maintenance and Rehabilitation for Underground Infrastructure Management" 대한토목학회 10 (10): 243-253, 2006

      9 Abaza, K. A, "Integrated pavement management system with a Markovian prediction model" 130 (130): 24-33, 2004

      10 박수완, "Identifying the Hazard Characteristics of Pipes in Water Distribution Systems by using the Proportional Hazards Model: 2. Applications" 대한토목학회 8 (8): 669-677, 2004

      11 Tobin, J, "Estimation of relationships for limited dependent variables" 26 : 24-36, 1958

      12 Madanat, S. M, "Estimation of infrastructure transition probabilities from condition rating data" 1 (1): 120-125, 1995

      13 Lee, T. C, "Estimating the parameters of the Markov probability model from aggregate time series data,Amsterdam" North-Holland 1970

      14 Tsuda, Y, "Estimating markovian transition probabilities for bridge deterioration forecasting" 801 : 69-82, 2005

      15 Gourieroux, C, "Econometrics of qualitative dependent variables" Cambridge University Press 2000

      16 Greene, W. H, "Econometric analysis, 3rd. Ed" Macmillan 1997

      17 Prozzi, J. A, "Development of pavement performance models by combining experimental and field data" 10 (10): 9-22, 2004

      18 Hee Cheol Shin, "Development of a Semi-Parametric Stochastic Model of Asphalt Pavement Crack Initiation" 대한토목학회 10 (10): 189-194, 2006

      19 Sung-Hee Kim, "Development of Performance Prediction Models in Flexible Pavement Using Regression Analysis Method" 대한토목학회 10 (10): 91-96, 2006

      20 Mishalani, R. G, "Computation of infrastructure transition probabilities using stochastic duration models" 8 (8): 139-148, 2002

      21 Jiang, Y, "Bridge performance prediction model using the Markov chain" 25-32, 1989

      22 Butt, A. A, "Application of Markov process to pavement management systems at network level" 2 : 159-172, 1994

      23 Seongdong Wee, "Angular Fuzzy Logic Application for Pavement Maintenance and Rehabilitation Strategy in Ohio" 대한토목학회 10 (10): 81-89, 2006

      24 Amemiya, T, "Advanced Econometrics" Harvard University Press 1985

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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