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contributor authorLouis B. Bartels
contributor authorTrevor S. Betz
contributor authorMichael N. Grussing
date accessioned2024-12-24T09:58:46Z
date available2024-12-24T09:58:46Z
date copyright8/1/2024 12:00:00 AM
date issued2024
identifier otherJPCFEV.CFENG-4749.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298066
description abstractOptimal facility repair planning is a challenge, especially as it applies to a portfolio of facilities constrained by a limited budget. This paper discusses a linear programming optimization method to develop improved maintenance and repair strategies. This method introduces a utility metric, termed component “endurance,” used to determine repair decisions to help maximize the financial health of a portfolio of facilities. A predictive model is used to calculate this endurance metric to measure the impact of repair decisions at a specified future date. This future impact is integrated into an optimization framework to guide repair decisions with the aim of avoiding excessive deterioration of the most valuable components while remaining within budget. This approach shows appreciable benefits over traditional component condition ranking approaches, including increased portfolio health and reductions in deferred maintenance.
publisherAmerican Society of Civil Engineers
titleMeasuring and Optimizing for Infrastructure Endurance
typeJournal Article
journal volume38
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/JPCFEV.CFENG-4749
journal fristpage04024024-1
journal lastpage04024024-9
page9
treeJournal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 004
contenttypeFulltext


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