Markovian Models for Bridge Maintenance Management

Author:

Scherer William T.1,Glagola Douglas M.2

Affiliation:

1. Asst. Prof., Dept. of Systems Engrg., Univ. of Virginia, Charlottesville, VA 22903

2. Res. Sci., ADROIT Systems, Inc., 209 Madison St., Alexandria, VA 22314

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference20 articles.

1. Allen G. and McKeel W. T. (1989). Development of performance and deterioration curves as a rational basis for a structures maintenance management system . Virginia Transp. Res. Council Charlottesville Va.

2. Arner R. Kruegler J. McClure R. and Patel K. (1986). “The Pennsylvania bridge maintenance management system.” Transp. Res. Record 1083 24–44.

3. Barton F. W. and Ozyildirim H. (1977). Development of a capability for automated bridge rating and analysis . Virginia Transp. Res. Council Charlottesville Va.

4. Barton F. W. and Ozyildirim H. (1980). “Rating and analysis of continuous girder bridges.” VTRC Charlottesville Va. May.

5. Barton F. W. McKeel W. T. Jr. and McGhee K. K. (1989). “Optimum design of bridge components using composite materials—Working plan.” VTRC Charlottesville Va. 1989.

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