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