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    Fitting Plane Curves to Three-Dimensional Points

    Source: Journal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author:
    Aggelos Antonopoulos
    DOI: 10.1061/(ASCE)0733-9453(2004)130:2(73)
    Publisher: American Society of Civil Engineers
    Abstract: Fitting plane curves to the three-dimensional (3D) points defining those curves can be performed by ordinary general least squares adjustment. To this, a conformal transformation of the initial 3D system to a two-dimensional system in the best-estimated plane of the curve is used. The kind and the number of the unknown transformation parameters are selected according to one’s needs. In this adjustment, the coordinates of the defining points are considered observed parameters while the parameters of the aforementioned transformation and the ones defining the curve unobserved parameters. Finally, the curve—with respect to the initial system—is fully determined. Coordinate determination, together with least squares fitting of certain curves to these coordinates, is usually performed by advanced theodolite intersection systems. The straight line is a special case of curve lying in infinite number of planes, therefore, the suitable selection of the plane in which the adjustment is held is indicated, each time, by current convenience. Fitting a straight line to 3D points, a process hardly noticed in least squares textbooks, is extremely useful in high-precision deformation check and a lot of industrial survey applications.
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      Fitting Plane Curves to Three-Dimensional Points

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    contributor authorAggelos Antonopoulos
    date accessioned2017-05-08T21:01:41Z
    date available2017-05-08T21:01:41Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%290733-9453%282004%29130%3A2%2873%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35902
    description abstractFitting plane curves to the three-dimensional (3D) points defining those curves can be performed by ordinary general least squares adjustment. To this, a conformal transformation of the initial 3D system to a two-dimensional system in the best-estimated plane of the curve is used. The kind and the number of the unknown transformation parameters are selected according to one’s needs. In this adjustment, the coordinates of the defining points are considered observed parameters while the parameters of the aforementioned transformation and the ones defining the curve unobserved parameters. Finally, the curve—with respect to the initial system—is fully determined. Coordinate determination, together with least squares fitting of certain curves to these coordinates, is usually performed by advanced theodolite intersection systems. The straight line is a special case of curve lying in infinite number of planes, therefore, the suitable selection of the plane in which the adjustment is held is indicated, each time, by current convenience. Fitting a straight line to 3D points, a process hardly noticed in least squares textbooks, is extremely useful in high-precision deformation check and a lot of industrial survey applications.
    publisherAmerican Society of Civil Engineers
    titleFitting Plane Curves to Three-Dimensional Points
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2004)130:2(73)
    treeJournal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian