TECHNICAL PAPERS
Jun 1, 1995

Reliability-Based Structural Design with Markov Decision Processes

Publication: Journal of Structural Engineering
Volume 121, Issue 6

Abstract

An optimal structural design is defined as the synthesis of a structural initial design and its maintenance/management policy over a design lifetime. Using a Markov decision process (MDP) model and structural reliability theory, a designer at the initial design stage is able to incorporate a reliability-based model of the lifetime process of the structure. The advantage of MDP is that it systematically characterizes the entire process, including decisions, costs, and system performance. It also provides a solution of this dynamic problem through a static method, thus retaining computational tractability. A long-term maintenance policy under the criterion of minimum expected lifetime cost can be found with respect to the chosen initial design, and used to select an optimum initial design to minimize cost and maintain acceptable reliability. For an existing structure, the approach gives a decision maker a future maintenance policy leading to identification of the minimum discounted expected future cost of the structure, based on its present condition, and maintains acceptable reliability.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 6June 1995
Pages: 971 - 980

History

Published online: Jun 1, 1995
Published in print: Jun 1995

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Authors

Affiliations

Zongwei Tao, Student Member, ASCE
Sr. Staff Engr., Austin Res. Engrg. Div., Huntingdon Engrg. and Envir., Inc., Rockville, MD 20850; formerly, Grad. Student, Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218.
Ross B. Corotis, Fellow, ASCE
Dean, College of Engrg. and Appl. Sci., Campus Box 422, Univ. of Colorado, Boulder, CO 80309.
J. Hugh Ellis, Associate Member, ASCE
Prof., Dept. of Geography and Envir. Engrg. and Dept. of Civ. Engrg., Johns Hopkins Univ., 313 Ames Hall, Baltimore, MD 21218.

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