Deterioration Prediction of Timber Bridge Elements Using the Markov Chain

Author:

Ranjith Shrigandhi1,Setunge Sujeeva2,Gravina Rebecca3,Venkatesan Srikanth4

Affiliation:

1. Research Officer, Master of Engineering, School of Civil, Environmental and Chemical Engineering, Royal Melbourne Institute of Technology (RMIT) Univ., 124 LaTrobe St., Melbourne, Victoria 3001, Australia. (corresponding author).

2. Associate Professor, School of Civil, Environmental and Chemical Engineering, Royal Melbourne Institute of Technology (RMIT) Univ., 124 LaTrobe St., Melbourne, Victoria 3001, Australia.

3. Senior Lecturer, School of Civil, Environmental and Chemical Engineering, Royal Melbourne Institute of Technology (RMIT) Univ., 124 LaTrobe St., Melbourne, Victoria 3001, Australia.

4. Senior Lecturer in Structural Engineering, College of Engineering and Science, Victoria Univ., 306 Footscray Park, P.O. Box 14428, Victoria 8001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Ariyaratne W. and Crews K. I. (2003). “Design and asset management of bridges.” Postgraduate Lecture Notes Roads and Traffic Authority of New South Wales and Faculty of Engineering Univ. of Technology Sydney Australia.

2. Bulusu S. and Sinha K. C. (1997). “Comparison of methodologies to predict bridge deterioration.” Transportation Research Record 1597 Transportation Research Board Washington DC 34–42.

3. Some Methods for Strengthening the Common χ 2 Tests

4. Crews K. Samali B. Li J. Bakoss S. and Champion C. (2004). “Testing and assessment procedures to facilitate the management of timber bridge assets.” Proc. 3rd CECAR—Civil Engineering Conf. in the Asian Region Japan Society of Civil Engineers Seoul.

5. Jiang Y. Saito M. and Sinha K. C. (1998). “Bridge performance prediction model using the Markov chain.” Transportation Research Record 1180 Transportation Research Board Washington DC 25–32.

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