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dc.contributor.authorAlex A.
dc.contributor.authorHesse
dc.contributor.authorRebecca A.
dc.contributor.authorAtadero
dc.contributor.authorMehmet E.
dc.contributor.authorOzbek
dc.date.accessioned2017-05-08T22:32:02Z
dc.date.available2017-05-08T22:32:02Z
dc.date.copyrightNovember 2015
dc.date.issued2015
dc.identifier.other48707106.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/82151
dc.description.abstractIn 2009, a joint American Society of Civil Engineers Structural Engineering Institute and American Association of State Highway and Transportation Officials ad hoc group was created to study how current bridge practices could be improved for the future. Among their recommendations was the wider use of nondestructive evaluation (NDE) techniques. Risk-based planning to determine the appropriate inspection frequency, scope, intensity, and methodology would help make the increased time and costs associated with NDE inspections feasible for management budgets. However, a rigorous risk-based approach requires that the accuracy and reliability be quantified for each test. This paper serves as a starting point for quantifying these important variables and identifies the type of information that is still needed. Common NDE techniques were identified, and existing studies were reviewed to identify what data relevant to accuracy and reliability are currently available for these techniques. This review indicates that there is only a limited amount of quantifiable data available for most common NDE techniques for bridges, and not enough to statistically describe the uncertainty.
dc.publisherAmerican Society of Civil Engineers
dc.titleUncertainty in Common NDE Techniques for Use in Risk-Based Bridge Inspection Planning: Existing Data
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000733
dc.treeJournal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 011
dc.contenttypeFulltext


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