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contributor authorJung S. Kong
contributor authorDan M. Frangopol
date accessioned2017-05-08T22:05:30Z
date available2017-05-08T22:05:30Z
date copyrightJune 2003
date issued2003
identifier other22901867.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71091
description abstractThe assessment of the current state and the prediction of the future condition of deteriorating structures are crucial processes in the management of civil infrastructure systems. Not only time-varying loads and resistances but also a series of maintenance interventions that are applied to keep structural systems safe and serviceable make the prediction process very difficult. In order to perform a realistic life-cycle analysis of deteriorating structures under different maintenance scenarios the uncertainties involved in this process have to be considered. This paper considers these uncertainties by providing a reliability-based framework and shows that the identification of the optimum maintenance scenario is a straightforward process. This is achieved by using a computer program for
publisherAmerican Society of Civil Engineers
titleLife-Cycle Reliability-Based Maintenance Cost Optimization of Deteriorating Structures with Emphasis on Bridges
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2003)129:6(818)
treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


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