Identification of Environmental Categories for Markovian Deterioration Models of Bridge Decks-Reference-Cited by-同舟云学术

Identification of Environmental Categories for Markovian Deterioration Models of Bridge Decks

Published:2003-11 Issue:6 Volume:8 Page:353-361
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Morcous G.¹,Lounis Z.²,Mirza M. S.³

Affiliation:

1. Assistant Professor, School of Engineering, Acadia Univ., Wolfville NS, Canada B4P 2R6.

2. Research Officer, Institute for Research in Construction, National Research Council of Canada, Ottawa ON, Canada K1A 0R6.

3. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke W., Montreal PQ, Canada H3A 2K6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282003%298%3A6%28353%29

Reference30 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1993). “Guidelines for bridge management systems.” AASHTO Washington D.C.

2. A New Cumulative Damage Model: Part 1

3. 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.

4. 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.

5. Chong P. and Zak S. (2001). An introduction to optimization Wiley New York.

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