dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorDos Santos, Daniel R.
dc.creatorDal Poz, Aluir P.
dc.creatorKhoshelham, Kourosh
dc.date2014-05-27T11:30:33Z
dc.date2016-10-25T18:53:36Z
dc.date2014-05-27T11:30:33Z
dc.date2016-10-25T18:53:36Z
dc.date2013-09-01
dc.date.accessioned2017-04-06T02:37:17Z
dc.date.available2017-04-06T02:37:17Z
dc.identifierPhotogrammetric Record, v. 28, n. 143, p. 276-292, 2013.
dc.identifier0031-868X
dc.identifier1477-9730
dc.identifierhttp://hdl.handle.net/11449/76449
dc.identifierhttp://acervodigital.unesp.br/handle/11449/76449
dc.identifier10.1111/phor.12027
dc.identifierWOS:000324106300005
dc.identifier2-s2.0-84883797428
dc.identifierhttp://dx.doi.org/10.1111/phor.12027
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/897148
dc.descriptionAn indirect method for the georeferencing of 3D point clouds obtained with terrestrial laser scanning (TLS) data using control lines is presented. This technique could be used for rapid data acquisition where resources do not permit the use of expensive navigation sensors or the placement of pre-signalised targets. The most important characteristic is the development of a mathematical model based on the principle that the direction vector of the TLS straight line is coplanar with the plane defined by the origin of the TLS system, one endpoint of a control line and the direction vector of the control line in the ground reference coordinate system. The transformation parameters are estimated by minimising the distance between the control lines and their corresponding TLS straight lines. The proposed method was tested using both simulated and real data, and the advantages of this new approach are compared with conventional surveying methods. © 2013 This article is a U.S. Government work and is in the public domain in the USA.
dc.languageeng
dc.relationPhotogrammetric Record
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAdjacent planes
dc.subjectControl lines
dc.subjectIndirect georeferencing
dc.subjectTerrestrial laser scanning data
dc.subjectGeoreferencing
dc.subjectNavigation sensors
dc.subjectRapid data acquisition
dc.subjectReference coordinate system
dc.subjectTerrestrial laser scanning
dc.subjectTransformation parameters
dc.subjectMathematical models
dc.subjectSeebeck effect
dc.subjectSteel beams and girders
dc.subjectSurveying instruments
dc.subjectcoordinate
dc.subjectdata acquisition
dc.subjectlaser method
dc.subjectnumerical model
dc.subjectplane
dc.subjectsurveying
dc.subjectthree-dimensional modeling
dc.subjectvector
dc.titleIndirect georeferencing of terrestrial laser scanning data using control lines
dc.typeOtro


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