Error model of direct georeferencing procedure of terrestrial laser scanning

Processing of raw point cloud data obtained as a result of terrestrial laser scanning (TLS) sometimes involves georeferencing, i.e. transformation of point cloud data to an external coordinate system. This paper focuses on defining the error model of point positions obtained through a “station-orien...

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Veröffentlicht in:	Automation in construction 2017-06, Vol.78, p.13-23
Hauptverfasser:	Pandžić, Jelena, Pejić, Marko, Božić, Branko, Erić, Verica
Format:	Artikel
Sprache:	eng
Schlagworte:	3D point cloud Construction industry Direct georeferencing Error model Errors Lasers Reverse engineering Scanners Scanning Surveying Terrestrial laser scanning Uncertainty
Online-Zugang:	Volltext
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