Modeling Bridge Deterioration with Markov Chains

Author:

Cesare Mark A.1,Santamarina Carlos2,Turkstra Carl3,Vanmarcke Erik H.4

Affiliation:

1. 15 Blackberry Hill, Brewster, NY 10509; formerly Res. Asst., Dept. of Civ. Engrg., Polytechnic Univ.

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Ontario, Canada, N2L‐3G1

3. Pres., Turkstra Lumber, Stoney Creek, Ontario, Canada, L8E‐2B3

4. Prof., Civ. Engrg., Princeton Univ., Princeton, NJ 08544

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference6 articles.

1. “ Bridge inspection manual .” (1982). New York State Dept. of Trans. Structures Design and Construction Div. New York N.Y.

2. “ Bridge inventory manual .” (1982). New York State Dept. of Trans. Structures Design and Construction Div. New York N.Y.

3. Gopal S. and Majidzadeh K. (1991). “Application of Markov decision process to level‐of‐service based maintenance systems.” TRB Annual Meeting Transp. Res. Board Nat. Res. Council Washington D.C.

4. Jiang Y. and Sinha K. (1989). “Bridge service life prediction model using Markov chain.” Transportation Research Record 1223 Transp. Res. Board Nat. Res. Council Washington D.C. 24–30.

5. Karin S. and Taylor H. (1975). A first course in stochastic processes . 2nd Ed. Academic Press New York N.Y.

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