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dc.contributor.authorCantero, Daniel
dc.contributor.authorGonzalez, Arturo
dc.date.accessioned2019-06-27T11:18:09Z
dc.date.available2019-06-27T11:18:09Z
dc.date.created2019-06-21T14:30:03Z
dc.date.issued2014
dc.identifier.issn1084-0702
dc.identifier.urihttp://hdl.handle.net/11250/2602554
dc.description.abstractThis paper proposes a novel Level I damage-detection technique for short- to medium-span road bridges using weigh-in-motion (WIM) technology. The technique is based on the input provided by two WIM systems: (1) a pavement-based WIM station located in the same route as the bridge (which gives vehicle weight estimates without the influence of the bridge), and (2) a bridge-based WIM (B-WIM) system that estimates vehicle weights based on the deformation of the bridge. The authors show that the ratio of estimations of vehicle weights by both systems is a reliable and robust indicator of structural integrity, even for WIM systems with relatively poor accuracy. They further show that this indicator is more sensitive to damage than the traditional method based on variation in natural frequencies.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Civil Engineersnb_NO
dc.titleBridge damage detection using weigh-in-motion technologynb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.journalJournal of Bridge Engineeringnb_NO
dc.identifier.doi10.1061/(ASCE) BE.1943-5592.0000674
dc.identifier.cristin1706816
dc.description.localcode© 2014. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: https://ascelibrary.org/doi/10.1061/%28ASCE%29BE.1943-5592.0000674nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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