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dc.contributor.authorRomain
dc.contributor.authorPasquier
dc.contributor.authorJames-A.
dc.contributor.authorGoulet
dc.contributor.authorClaire
dc.contributor.authorAcevedo
dc.contributor.authorIan F. C.
dc.contributor.authorSmith
dc.date.accessioned2017-05-08T22:05:37Z
dc.date.available2017-05-08T22:05:37Z
dc.date.copyrightNovember 2014
dc.date.issued2014
dc.identifier.other23280053.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/71136
dc.description.abstractConservative models and code practices are usually employed for fatigue-damage predictions of existing structures. Direct in-service behavior measurements are able to provide more accurate estimations of remaining-fatigue-life predictions. However, these estimations are often accurate only for measured locations and measured load conditions. Behavior models are necessary for exploiting information given by measurements and predicting the fatigue damage at all critical locations and for other load cases. Model-prediction accuracy can be improved using system identification techniques where the properties of structures are inferred using behavior measurements. Building upon recent developments in system identification where both model and measurement uncertainties are considered, this paper presents a new data-interpretation framework for reducing uncertainties related to prediction of fatigue life. An initial experimental investigation confirms that, compared with traditional engineering approaches, the methodology provides a safe and more realistic estimation of the fatigue reserve capacity. A second application on a full-scale bridge also confirms that using load-test data reduces the uncertainty related to remaining-fatigue-life predictions.
dc.publisherAmerican Society of Civil Engineers
dc.titleImproving Fatigue Evaluations of Structures Using In-Service Behavior Measurement Data
dc.typeJournal Paper
dc.journal.volume19
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000619
dc.treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 011
dc.contenttypeFulltext


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