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contributor authorCharles-Antoine Robelin
contributor authorSamer M. Madanat
date accessioned2017-05-08T21:21:29Z
date available2017-05-08T21:21:29Z
date copyrightSeptember 2007
date issued2007
identifier other%28asce%291076-0342%282007%2913%3A3%28195%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48303
description abstractBridge maintenance and replacement optimization methods use deterioration models to predict the future condition of bridge components. The purpose of this paper is to develop a framework for bridge maintenance optimization using a deterioration model that takes into account aspects of the history of the bridge condition and maintenance, while allowing the use of efficient optimization techniques. Markovian models are widely used to represent bridge component deterioration. In existing Markovian models, the state is the bridge component condition, and the history of the condition is not taken into account, which is seen as a limitation. This paper describes a method to formulate a realistic history-dependent model of bridge deck deterioration as a Markov chain, while retaining aspects of the history of deterioration and maintenance as part of the model. This model is then used to formulate and solve a reliability-based bridge maintenance optimization problem as a Markov decision process. A parametric study is conducted to compare the policies obtained in this research with policies derived using a simpler Markovian model.
publisherAmerican Society of Civil Engineers
titleHistory-Dependent Bridge Deck Maintenance and Replacement Optimization with Markov Decision Processes
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(2007)13:3(195)
treeJournal of Infrastructure Systems:;2007:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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