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dc.contributor.authorOjio
dc.contributor.authorC. H.
dc.contributor.authorCarey
dc.contributor.authorE. J.
dc.contributor.authorOBrien
dc.contributor.authorDoherty
dc.contributor.authorS. E.
dc.contributor.authorTaylor
dc.date.accessioned2017-05-08T22:35:18Z
dc.date.available2017-05-08T22:35:18Z
dc.date.copyrightJuly 2016
dc.date.issued2016
dc.identifier.other50791531.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/83151
dc.description.abstractBridge weigh-in-motion (WIM) uses existing bridges to find the weights of vehicles that pass overhead. Contactless bridge weigh-in-motion (cBWIM) uses bridges to weigh vehicles without the need for any sensors to be attached to the bridge. A camera is mounted on the back of a telescope, which magnifies the image to the extent that submillimeter bridge deflections can be measured accurately. A second camera is used to monitor traffic and to determine axle spacings. The two cameras are synchronized using light-emitting diodes (LEDs) activated by an interval timer. The exact position of the test vehicle relative to the bridge influence line is determined by optimization at a postprocessing stage. The new WIM concept was tested on a bridge in the United Kingdom. In a modest test sample of eight statically weighed vehicles, cBWIM was shown to be a feasible alternative to other forms of WIM. Accuracy of gross weight is already reasonably good; accuracy of groups and individual axles will require greater magnification or additional cameras.
dc.publisherAmerican Society of Civil Engineers
dc.titleContactless Bridge Weigh-in-Motion
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue7
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000776
dc.treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 007
dc.contenttypeFulltext


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