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dc.contributor.authorXiaoyi Wang
dc.contributor.authorScott Kangas
dc.contributor.authorDivyachapan Padur
dc.contributor.authorLei Liu
dc.contributor.authorJames A. Swanson
dc.contributor.authorArthur J. Helmicki
dc.contributor.authorVictor J. Hunt
dc.date.accessioned2017-05-08T21:25:20Z
dc.date.available2017-05-08T21:25:20Z
dc.date.copyrightJuly 2005
dc.date.issued2005
dc.identifier.other%28asce%291084-0702%282005%2910%3A4%28460%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50848
dc.description.abstractCondition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system of field-testing, finite element (FE) modeling, and load rating. Experimental techniques, including both modal testing and truckload testing, are used to collect measurements of the constructed systems. The basic mechanism and procedure of the FE modeling and calibration are presented. Different physical parameters of FE models are adjusted during the calibration process using both static and dynamic responses as criteria to achieve convergence between experimental measurements and analytical results using carefully developed objective functions. Finally, a bridge load rating is completed on the basis of the calibrated model. These developments are described and illustrated using a representative bridge as an example.
dc.publisherAmerican Society of Civil Engineers
dc.titleOverview of a Modal-Based Condition Assessment Procedure
dc.typeJournal Paper
dc.journal.volume10
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2005)10:4(460)
dc.treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
dc.contenttypeFulltext


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