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dc.contributor.authorLouis B. Bartels
dc.contributor.authorTrevor S. Betz
dc.contributor.authorMichael N. Grussing
dc.date.accessioned2024-12-24T09:58:46Z
dc.date.available2024-12-24T09:58:46Z
dc.date.copyright8/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJPCFEV.CFENG-4749.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298066
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleMeasuring and Optimizing for Infrastructure Endurance
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue4
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/JPCFEV.CFENG-4749
dc.journal.fristpage04024024-1
dc.journal.lastpage04024024-9
dc.page9
dc.treeJournal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 004
dc.contenttypeFulltext


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