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contributor authorZongwei Tao
contributor authorRoss B. Corotis
contributor authorJ. Hugh Ellis
date accessioned2017-05-08T20:55:58Z
date available2017-05-08T20:55:58Z
date copyrightJune 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A6%28971%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32262
description abstractAn 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.
publisherAmerican Society of Civil Engineers
titleReliability-Based Structural Design with Markov Decision Processes
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:6(971)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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