Identification of Environmental Categories for Markovian Deterioration Models of Bridge Decks
Publication: Journal of Bridge Engineering
Volume 8, Issue 6
Abstract
In general, state-of-the-art bridge management systems have adopted Markov-chain models to predict the future condition of bridge elements and networks in different environments when various maintenance actions are implemented. However, the categories used to describe the various possible environments for a bridge element are neither accurately defined nor explicitly linked to the external factors affecting the element deterioration. In this paper, a new approach is proposed to provide transportation agencies with an effective decision support tool to identify the categories that best define the environmental and operational conditions specific to their bridge structures. This approach is based on genetic algorithms to determine the combinations of deterioration parameters that best fit each environmental category. The proposed approach is applied to develop Markovian deterioration models for concrete bridge decks using actual data obtained from the Ministére des Transports du Québec. This application illustrates the ability of the proposed approach to correlate the definition of environmental categories to parameters, such as highway class, region, average daily traffic, and percentage of truck traffic, in an accurate and efficient manner.
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References
American Association of State Highway and Transportation Officials (AASHTO). (1993). “Guidelines for bridge management systems.” AASHTO, Washington, D.C.
Bogdanoff, J. L.(1978). “A new cumulative damage model. I.” J. Appl. Mech., 45(2), 246–250.
Bulusu, S., and Sinha, K. C. (1997). “Comparison of methodologies to predict bridge deterioration.” Transportation Research Record. 1597, Transportation Research Board, Washington D.C., 34–42.
Butt, A. A., Shahin, M. Y., Feighan, K. J., and Carpenter, S. H. (1987). “Pavement performance prediction model using the Markov process.” Transportation Research Record. 1123. Transportation Research Board Washington, DC, 12–19.
Chong, P., and Zak, S. (2001). An introduction to optimization, Wiley, New York.
Fwa, T. F., Chan, W. T., and Tan, C. Y.(1996). “Genetic algorithm programming of road maintenance and rehabilitation.” J. Transp. Eng., 122(3), 246–253.
Gen, M., and Cheng, R. (2000). Genetic algorithms and engineering optimization, Wiley, New York.
Golabi, K., and Shepard, R.(1997). “Pontis: A system for maintenance optimization and improvement of US bridge networks.” Interface (USA), 27, 71–88.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison–Wesley, Reading, MA.
Hawk, H. (1995). “BRIDGIT deterioration models.” Transportation Research Record. 1490, Transportation Research Board, Washington, D.C., 19–22.
Holland, J.(1992). “Genetic Algorithms.” Sci. Am. 267(1), 44–50.
Hudson, S. W., Carmichael III, R. F., Moser, L. O., and Hudson, W. R. (1987). “Bridge management systems.” (National Cooperative Highway Research Program), Rep. No. 300, Transportation Research Board, Washington, D.C.
Jiang, Y., Saito, M., and Sinha, K. C. (1988). “Bridge performance prediction model using the Markov chain.” Transportation Research Record. 1180, Transportation Research Board, Washington, D.C., 25–32.
Lipkus, S. E. (1994). “BRIDGIT bridge management software.” Transportation Research Circular, 324, Transportation Research Board, Washington, D.C., 43–54.
Liu, C., Hammad, A., and Itoh, Y.(1997). “Maintenance strategy optimization of bridge decks using genetic algorithm.” J. Transp. Eng., 123(2), 91–100.
Lounis, Z. (2000). “Reliability-based life prediction of aging concrete Bridge Decks.” Life prediction and aging management of concrete structures, D. Naus, ed., RILEM, Paris, 229–238.
Lounis, Z., and Mirza, M. S. (2001). “Reliability-based service life prediction of deteriorating concrete structures.” Proc., 3rd Int. Conf., on Concrete Under Severe Conditions, N. Banthia, K. Sakai, and O. E. Gjorv, eds., Univ. of British Columbia, Vancouver, Canada, 965–972.
Madanat, S., and Ibrahim, W. H. W.(1995). “Poisson regression models of infrastructure transition probabilities.” J. Transp. Eng., 121(3), 267–272.
Madanat, S., Karlaftis, M. G., and McCarthy, P. S.(1997). “Probabilistic infrastructure deterioration models with panel data.” J. Infrastruct. Syst., 3(1), 4–9.
Madanat, S., Mishalani, R., and Ibrahim, W. H. W.(1995). “Estimation of infrastructure transition probabilities from condition rating data.” J. Infrastruct. Syst., 1(2), 120–125.
Micevski, T., Kuczera, G., and Coombes, P.(2002). “Markov model for storm water pipe deterioration.” J. Infrastruct. Syst., 8(2), 49–56.
Ministére des Transports du Québec. (MTQ). (1995). Manuel d’inspection des structures: Evaluation des dommages, Bibliothèque Nationale du Québec, Government du Québec, Canada.
Ministére des Transports du Québec. (MTQ). (1997). Manuel de l’usage du système de gestion des structures SGS-5016, Bibliothèque Nationale du Québec, Gouvernement du Québec, Canada.
Morcous, G., Rivard, H., and Hanna, A. M.(2002a). “Modeling bridge deterioration using case-based reasoning.” J. Infrastruct. Syst., 8(3), 86–95.
Morcous, G., Lounis, Z., and Mirza, S. M. (2002b). “Life-cycle assessment of highway bridges.” Proc. the Taiwan-Canada Workshop on Bridges, C. H. Loh and M. S. Cheung, eds., National Center of Research on Earthquake Engineering, Taipei, Taiwan, 61–82.
Palisade Company. (2000). EVOLVER 40, New York, 〈http://www.palisade.com/html/evolver.html〉, (July 2002).
Parzen, E. (1962). Stochastic processes, Holden Day, San Francisco.
Thompson, P. D., and Shepard, R. W. (1994). “Pontis.” Transportation Research Circular. 324, Transportation Research Board, Washington, D.C., 35–42.
Thompson, P. D., Small, E. P., Johnson, M., Marshall, A. R.(1998). “The Pontis bridge management system.” Struct. Eng. Int. (IABSE, Zurich, Switzerland), 4, 303–308.
U.S. Department of Transportation. (DOT). (1999). “Status of the nation’s highways, bridges, and transit: Conditions and performance report.” Federal Highway Administration, Washington, D.C.
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Copyright © 2003 American Society of Civil Engineers.
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Received: Jul 10, 2002
Accepted: Feb 9, 2003
Published online: Oct 15, 2003
Published in print: Nov 2003
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