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contributor authorHabib Fathi
contributor authorIoannis Brilakis
date accessioned2017-05-08T22:27:21Z
date available2017-05-08T22:27:21Z
date copyrightJanuary 2016
date issued2016
identifier other45687770.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80892
description abstractThe spatial accuracy of point clouds generated from a mobile stereo camera set is very sensitive to the intrinsic and extrinsic camera parameters (i.e., camera calibration) used in stereo image-based three-dimensional (3D) reconstruction methods. The existing camera calibration algorithms induce a significant amount of error owing to poor estimation accuracy in camera parameters when they are used for large-scale scenes such as mapping civil infrastructure. This leads to higher uncertainties in the location of 3D points, and may result in the failure of the whole reconstruction process. This paper proposes a novel procedure to address this problem. It hypothesizes that a set of multiple calibration parameters created by videotaping a moving calibration pattern along a specific path can increase overall calibration accuracy and ultimately enhance the Euclidean accuracy of the generated point cloud. This is achieved by using conventional camera calibration algorithms to perform separate estimations for certain predefined distance values. The result, which includes multiple sets of camera parameters, is then used in the structure from motion process. The proposed method has been tested on infrastructure scenes and experimental analyses indicate 25% improvement in the spatial distance accuracy of 3D points.
publisherAmerican Society of Civil Engineers
titleMultistep Explicit Stereo Camera Calibration Approach to Improve Euclidean Accuracy of Large-Scale 3D Reconstruction
typeJournal Paper
journal volume30
journal issue1
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000454
treeJournal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
contenttypeFulltext


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