Modelling Long-Term Bridge Deterioration at Structural Member Level Using Artificial Intelligence Techniques

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Abstract:

Efficient use of public funds for structural integrity of bridge networks requires an effective bridge asset management technology. To achieve this, a reliable deterioration model is essential in any Bridge Management System (BMS). The deterioration rate is calculated based on historical condition ratings obtained from the structural element-level bridge inspections. Although most bridge authorities have previously conducted inspection and maintenance tasks, these past inspection records are incompatible with what are required by a typical BMS as input. Such incompatibility is a major cause for the deficiency of the current BMS outcomes. Artificial Intelligence (AI)-based bridge deterioration model has recently been developed to minimise uncertainties in predicting deterioration of structural bridge members (e.g. beams, piers etc). This model contains two components: (1) using Neural Network-based Backward Prediction Model (BPM) to generate unavailable historical condition ratings; and (2) using Time Delay Neural Network (TDNN) to perform long-term performance prediction of bridge structural members. However new problems have emerged in the process of TDNN prediction. This is because the BPM-generated condition ratings are used together with the actual condition ratings. The incompatibility between the two sets of data produces unreliable prediction outcomes during the TDNN process. This research is thus to develop a new process based on the existing method, thereby overcoming the abovementioned problems. To achieve this, the actual overall condition ratings are replaced by the BPM forward predicted condition ratings. Consequently, the outcome of this study can improve accuracy of long-term bridge deterioration prediction.

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444-453

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Mauch, M., and Madanat, S. (2001). "Semiparametric Hazard Rate Models of Reinforced Concrete Bridge Deck Deterioration." Journal of Infrastructure Systems, 7(2), 49-57.

DOI: 10.1061/(asce)1076-0342(2001)7:2(49)

Google Scholar

[2] Madanat, S., and Ibrahim, W. H. W. (1995). "Poisson Regression Models of Infrastructure Transition Probabilities." Journal of Transportation Engineering, 121(3), 267-272.

DOI: 10.1061/(asce)0733-947x(1995)121:3(267)

Google Scholar

[3] Agrawal, A. K., Qian, G., Kawaguchi, A., Lagace, S., Delisle, R., Kelly, B., Weykamp, P., Conway, T. and Dublin, E. (2006). "Deterioration Rates of Typical Bridge Elements in New York." ASCE.

DOI: 10.1061/40889(201)128

Google Scholar

[4] DeStefano D, Grivas A (1998). "Method for estimating transition probability in bridge deterioration models." J Infrastruct Syst, 4(2), 56-62.

DOI: 10.1061/(asce)1076-0342(1998)4:2(56)

Google Scholar

[5] Madanat SM, Karlaftis MG, McCarthy PS (1997). "Probabilistic infrastructure deterioration models with panel data." Journal of Infrastructure System, 3(1), 120-125.

DOI: 10.1061/(asce)1076-0342(1997)3:1(4)

Google Scholar

[6] Morcous G, Rivard H, Hanna A (2000). "Case-based reasoning system for bridge management." Computing in Civil and Building Engineering, 1363-1370.

DOI: 10.1061/40513(279)178

Google Scholar

[7] Godar B, Vassie R (1999). "Review of existing BMS and definition of inputs for the proposed BMS." Deliverable D4 BRIME Report, PL97-2220.

Google Scholar

[8] Lee, J. H., Sanmugarasa, K., Loo, Y. C., and Blumenstein, M. (2008). "Improving the Reliability of a Bridge Management System (BMS) using an ANN-based Backward Prediction Model (BPM)." Journal of Automation in Construction, 17(6), 758-772.

DOI: 10.1016/j.autcon.2008.02.008

Google Scholar

[9] Son, J. B., Lee, J. H., Blumenstein, M., Loo, Y. C., Guan, H., and Panuwatwanich, K. (2009). "Improving reliability of Bridge deterioration model using generated missing condition ratings." 3rd International Conference on Construction Engineering and Management (ICCEM), Jeju, S. Korea, CD-ROM Proceedings.

Google Scholar

[10] Son JB, Lee JH, Guan H, Loo YC, Blumenstein M (2010). "ANN-based structural element performance model for reliable bridge asset management." Proc, the 21st Australasian Conf on Mechanics of Structures and Materials, Melbourne, Australia, 775-780.

DOI: 10.1201/b10571-140

Google Scholar