Comparison of Markovian-Based Bridge Deterioration Model Approaches
Publication: Journal of Bridge Engineering
Volume 28, Issue 8
Abstract
Bridge management systems are a critical component in the toolbox of those who are responsible for maintaining a population of bridges. Deterioration models are generally incorporated in bridge management systems, but minimal consideration is paid to how those models work and how the assumptions inherent to the model might influence the prediction. This paper identifies, synthesizes, and assesses typical bridge deterioration model approaches from the stochastic family of models. Each model considered is applied to two data sets for bridges in Texas and compared. A novel modeling approach that considers all models together is described. The novel approach demonstrates the value of considering multiple models when attempting to predict a future condition or behavior. It was found that a simple multiple model approach inherently and transparently reduces the uncertainty of a single model approach.
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References
Agrawal, A. K., A. Kawaguchi, and Z. Chen. 2010. “Deterioration rates of typical bridge elements in New York.” J. Bridge Eng. 15 (4): 419–429. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000123.
Asghari, V., and S.-C. Hsu. 2022. “Upscaling complex project-level infrastructure intervention planning to network assets.” J. Constr. Eng. Manage. 148 (1): 04021188. https://doi.org/10.1061/(ASCE)CO.1943-7862.0002221.
Assaad, R., and I. El-Adaway. 2020. “Forecasting and modeling bridge deterioration using data mining analytics.” In Proc., Construction Research Congress 2020: Computer Applications, 125–134. Reston, VA: ASCE.
Baik, H.-S., H. S. Jeong, and D. M. Abraham. 2006. “Estimating transition probabilities in Markov chain-based deterioration models for management of wastewater systems.” J. Water Resour. Plann. Manage. 132 (1): 15–24. https://doi.org/10.1061/(ASCE)0733-9496(2006)132:1(15).
Barone, G., and D. M. Frangopol. 2014. “Reliability, risk and lifetime distributions as performance indicators for life-cycle maintenance of deteriorating structures.” Reliab. Eng. Syst. Saf. 123: 21–37. https://doi.org/10.1016/j.ress.2013.09.013.
Bu, G., J. Lee, H. Guan, Y. Loo, and M. Blumenstein. 2015. “Prediction of long-term bridge performance: Integrated deterioration approach with case studies.” J. Perform. Constr. Facil. 29 (3): 04014089. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000591.
Butt, A. A., M. Y. Shahin, K. J. Feighan, and S. H. Carpenter. 1987. “Pavement performance prediction model using the Markov process.” Transp. Res. Rec. 1 (1123): 12–19.
Camahan, J., W. Davis, M. Shahin, P. Keane, and M. Wu. 1987. “Optimal maintenance decisions for pavement management.” J. Transp. Eng. 113 (5): 554–572. https://doi.org/10.1061/(ASCE)0733-947X(1987)113:5(554).
Cavalline, T. L., M. J. Whelan, B. Q. Tempest, R. Goyal, and J. D. Ramsey. 2015. Determination of bridge deterioration models and bridge user costs for the NCDOT bridge management system. Rep. No. Raleigh, NC: North Carolina Dept. of Transportation.
Chang, M., M. Maguire, and Y. Sun. 2017. “Framework for mitigating human bias in selection of explanatory variables for bridge deterioration modeling.” J. Infrastruct. Syst. 23 (3): 04017002. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000352.
DeLisle, R. R., P. Sullo, and D. A. Grivas. 2003. “Network-level pavement performance prediction model incorporating censored data.” Transp. Res. Rec. 1853 (1): 72–79. https://doi.org/10.3141/1853-09.
Frangopol, D. M., M.-J. Kallen, and J. M. V. Noortwijk. 2004. “Probabilistic models for life-cycle performance of deteriorating structures: Review and future directions.” Prog. Struct. Eng. Mater. 6 (4): 197–212. https://doi.org/10.1002/(ISSN)1528-2716.
Golabi, K., R. B. Kulkarni, and G. B. Way. 1982. “A statewide pavement management system.” Interfaces 12 (6): 5–21. https://doi.org/10.1287/inte.12.6.5.
Goyal, R., M. J. Whelan, and T. L. Cavalline. 2020. “Multivariable proportional hazards-based probabilistic model for bridge deterioration forecasting.” J. Infrastruct. Syst. 26 (2): 04020007. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000534.
Hatami, A., and G. Morcous. 2016. “Deterministic and probabilistic lifecycle cost assessment: Applications to Nebraska bridges.” J. Perform. Constr. Facil. 30 (2): 04015025. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000772.
Huang, Y.-H. 2010. “Artificial neural network model of bridge deterioration.” J. Perform. Constr. Facil. 24 (6): 597–602. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000124.
Jiang, Y., M. Saito, and K. C. Sinha. 1988. “Bridge performance prediction model using the Markov chain.” Transp. Res. Rec. 1 (1180): 25–32.
Kale, A., B. Ricks, and R. Gandhi. 2021. “New measure to understand and compare bridge conditions based on inspections time-series data.” J. Infrastruct. Syst. 27 (4): 04021037. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000633.
Leckrone, T., P. D. Thompson, K. Malarich, C. Domingo, and G. Fleming, et al. 2021. Integration of AASHTO element inspections data into NYSDOT structures management system and processes. Rep. No. Albany, NY: New York State Dept. of Transportation.
Lee, J., H. Guan, Y.-C. Loo, and M. Blumenstein. 2014. “Development of a long-term bridge element performance model using Elman neural networks.” J. Infrastruct. Syst. 20 (3): 04014013. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000197.
Lee, J., K. Sanmugarasa, M. Blumenstein, and Y.-C. Loo. 2008. “Improving the reliability of a bridge management system (BMS) using an ANN-based backward prediction model (BPM).” Autom. Constr. 17 (6): 758–772. https://doi.org/10.1016/j.autcon.2008.02.008.
Li, Z., and R. Burgue no. 2010. “Using soft computing to analyze inspection results for bridge evaluation and management.” J. Bridge Eng. 15 (4): 430–438. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000072.
Lu, M., J. Hydock, A. Radlińska, and S. I. Guler. 2022. “Reliability analysis of a bridge deck utilizing generalized gamma distribution.” J. Bridge Eng. 27 (4): 04022006. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001842.
Madanat, S., and W. H. W. Ibrahim. 1995. “Poisson regression models of infrastructure transition probabilities.” J. Transp. Eng. 121 (3): 267–272. https://doi.org/10.1061/(ASCE)0733-947X(1995)121:3(267).
Madanat, S., R. Mishalani, and W. H. W. Ibrahim. 1995. “Estimation of infrastructure transition probabilities from condition rating data.” J. Infrastruct. Syst. 1 (2): 120–125. https://doi.org/10.1061/(ASCE)1076-0342(1995)1:2(120).
Manafpour, A., I. Guler, A. Radlińska, F. Rajabipour, and G. Warn. 2018. “Stochastic analysis and time-based modeling of concrete bridge deck deterioration.” J. Bridge Eng. 23 (9): 04018066. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001285.
Micevski, T., G. Kuczera, and P. Coombes. 2002. “Markov model for storm water pipe deterioration.” J. Infrastruct. Syst. 8 (2): 49–56. https://doi.org/10.1061/(ASCE)1076-0342(2002)8:2(49).
Mishalani, R. G., and S. M. Madanat. 2002. “Computation of infrastructure transition probabilities using stochastic duration models.” J. Infrastruct. Syst. 8 (4): 139–148. https://doi.org/10.1061/(ASCE)1076-0342(2002)8:4(139).
Morcous, G., and Z. Lounis. 2007. “Probabilistic and mechanistic deterioration models for bridge management.” In Proc., Computing in Civil Engineering 2007, 364–373. Reston, VA: ASCE.
Nickless, K., and R. A. Atadero. 2018. “Mechanistic deterioration modeling for bridge design and management.” J. Bridge Eng. 23 (5): 04018018. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001223.
Pandey, P., and S. Barai. 1995. “Multilayer perceptron in damage detection of bridge structures.” Comput. Struct. 54 (4): 597–608. https://doi.org/10.1016/0045-7949(94)00377-F.
Ranjith, S., S. Setunge, R. Gravina, and S. Venkatesan. 2013. “Deterioration prediction of timber bridge elements using the Markov chain.” J. Perform. Constr. Facil. 27 (3): 319–325. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000311.
Sobanjo, J. O. 2011. “State transition probabilities in bridge deterioration based on Weibull sojourn times.” Struct. Infrastruct. Eng. 7 (10): 747–764. https://doi.org/10.1080/15732470902917028.
Srikanth, I., and M. Arockiasamy. 2021. “Remaining service life prediction of aging concrete bridges based on multiple relevant explanatory variables.” Pract. Period. Struct. Des. Constr. 26 (4): 04021036. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000604.
Thompson, P. D., and K. M. Ford. 2012. Vol. 1 of Estimating life expectancies of highway assets: Guidebook. Report 713, 1(Project 08-71). Washington, DC: National Cooperative Highway Research Program (NCHRP).
Tran, D., B. C. Perera, and A. Ng. 2009. “Comparison of structural deterioration models for stormwater drainage pipes.” Comput.-Aided Civ. Infrastruct. Eng. 24 (2): 145–156. https://doi.org/10.1111/mice.2008.24.issue-2.
Tran, H. D. 2007. “Investigation of deterioration models for stormwater pipe systems.” Ph.D. thesis, School of Architectural, Civil and Mechanical Engineering, Victoria Univ.
Wellalage, N. K. W., T. Zhang, and R. Dwight. 2015. “Calibrating Markov chain–based deterioration models for predicting future conditions of railway bridge elements.” J. Bridge Eng. 20 (2): 04014060. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000640.
Xu, G., and F. Azhari. 2021. “Predicting the remaining useful life of corroding bridge girders using Bayesian updating.” J. Perform. Constr. Facil. 35 (5): 04021055. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001626.
Yanev, B., and X. Chen. 1993. “Life-cycle performance of New York city bridges.” Transp. Res. Rec. 1389: 17.
Yuan, Y., W. Han, T. Guo, X. Chen, and Q. Xie. 2020. “Establishment and updating of nonstationary resistance deterioration model of existing concrete bridge component.” J. Perform. Constr. Facil. 34 (6): 04020104. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001517.
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© 2023 American Society of Civil Engineers.
History
Received: Jun 24, 2022
Accepted: Mar 2, 2023
Published online: May 16, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 16, 2023
ASCE Technical Topics:
- Architectural engineering
- Bridge components
- Bridge engineering
- Bridge management
- Building management
- Business management
- Comparative studies
- Decision making
- Decision support systems
- Deterioration
- Engineering fundamentals
- Maintenance and operation
- Markov process
- Materials characterization
- Materials engineering
- Mathematics
- Methodology (by type)
- Practice and Profession
- Probability
- Research methods (by type)
- Stochastic processes
- Structural engineering
- Systems engineering
- Systems management
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Cited by
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