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dc.contributor.authorEunju
dc.contributor.authorKwak
dc.contributor.authorIvan
dc.contributor.authorDetchev
dc.contributor.authorAyman
dc.contributor.authorHabib
dc.contributor.authorMamdouh
dc.contributor.authorEl-Badry
dc.contributor.authorChristine
dc.contributor.authorHughes
dc.date.accessioned2017-05-08T22:01:26Z
dc.date.available2017-05-08T22:01:26Z
dc.date.copyrightAugust 2013
dc.date.issued2013
dc.identifier.other%28asce%29te%2E1943-5436%2E0000037.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/68984
dc.description.abstractPeriodic structural health monitoring of infrastructure systems is important to avoid economic losses and human casualties. Traditionally, deformation monitoring has been done through surveying techniques. Recently, with the increased availability of inexpensive off-the-shelf cameras, photogrammetry has become a viable noncontact alternative for complete three-dimensional reconstruction of the object or surface of interest. This paper aims at combining two methodologies of photogrammetric reconstruction—image-matching-based reconstruction and model-based image fitting—to achieve submillimeter precision for the estimation of both vertical deflections and horizontal displacements. The proposed methodology was tested with data collected using a photogrammetric system at a structures laboratory where a concrete beam was subjected to different loading conditions by a hydraulic actuator. The experimental results showed that the photogrammetric system was capable of monitoring both static and dynamic deformations. The methodology used exhibited a high level of automation and the final results yielded a root-mean-square error (RMSE) of half a millimeter.
dc.publisherAmerican Society of Civil Engineers
dc.titlePrecise Photogrammetric Reconstruction Using Model-Based Image Fitting for 3D Beam Deformation Monitoring
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue3
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000105
dc.treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 003
dc.contenttypeFulltext


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