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contributor authorDuque Luis;Seo Junwon;Wacker James
date accessioned2019-02-26T07:38:23Z
date available2019-02-26T07:38:23Z
date issued2018
identifier other%28ASCE%29BE.1943-5592.0001289.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248436
description abstractThis paper focuses on evaluating the effectiveness of an unmanned aerial vehicle (UAV) as a supplementary bridge damage quantification tool. For this study, a glued-laminated timber arch bridge in South Dakota was selected, and an UAV was utilized for the bridge damage quantification. A recommended four-stage UAV-enabled bridge damage quantification protocol involving image quality assessment and image-based damage quantification was developed. A field application using the UAV to measure crack lengths, thicknesses, and rust stain areas of the selected bridge was conducted following the recommended protocol. The image quality parameters, including sharpness and entropy, were used to determine the quality of the UAV-captured images. Pixel- and photogrammetry-based measurements using the high-quality images were obtained to quantify the bridge damage, and the damage was compared to that from actual field measurements. Once the damage information was gathered, the UAV image–based damage level classification was established based on the damage levels defined by current standards. The findings confirmed the accuracy of the recommended protocol, with results within 3.5, 7.9, and 14.9% difference for crack length, thickness, and rust stain area, respectively, when compared with the field measurements.
publisherAmerican Society of Civil Engineers
titleBridge Deterioration Quantification Protocol Using UAV
typeJournal Paper
journal volume23
journal issue10
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001289
page4018080
treeJournal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 010
contenttypeFulltext


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