完整後設資料紀錄
DC 欄位語言
dc.contributor.authorWu, Chien-Tingen_US
dc.contributor.authorChen, Ming-Chengen_US
dc.date.accessioned2014-12-08T15:28:41Z-
dc.date.available2014-12-08T15:28:41Z-
dc.date.issued2012en_US
dc.identifier.isbn978-3-03785-422-8en_US
dc.identifier.issn1660-9336en_US
dc.identifier.urihttp://hdl.handle.net/11536/20759-
dc.identifier.urihttp://dx.doi.org/10.4028/www.scientific.net/AMM.170-173.2929en_US
dc.description.abstractThe terrestrial laser scanner (TLS) is a line-of-sight instrument which can directly acquire dense 3D point clouds in a very short time. The registration method is used to act as a control point for a reflective target placed in overlapping areas in neighboring scanning stations. The main purpose for a reflective target is to be an obvious and precise positioning feature for laser scanning point cloud data. This study compares six common noise filtering methods which are used to eliminate measuring noise in the primitive point cloud of reflective target for better positioning accuracy, i.e. Scatter points removal method, Spikes removal method, Least squares plane method, Gaussian smoothing method, Median smoothing method, and the Average smoothing method. The test results found for 30, 60, and 90 meter distances in this study was that six noise filtering methods can actually increase the reflective target positioning accuracy, and the least squares plane method is the best one in either precision or accuracy. Beside the reflective target, the test is carried out with self-made targets for the comparison of positioning accuracy between the reflective target and self-made targets. Regarding accuracy, the reflective target is superior to the object in 30 and 60m, and self-made target is superior to the reflective target in 90m.en_US
dc.language.isoen_USen_US
dc.subject3D Laser Scanneren_US
dc.subjectTargeten_US
dc.subjectPrecision and Accuracyen_US
dc.subjectNoises Filteringen_US
dc.titleComparison of 6 Common Noise Filter Methods for Terrestrial Laser Scanner Targeten_US
dc.typeProceedings Paperen_US
dc.identifier.doi10.4028/www.scientific.net/AMM.170-173.2929en_US
dc.identifier.journalPROGRESS IN CIVIL ENGINEERING, PTS 1-4en_US
dc.citation.volume170-173en_US
dc.citation.spage2929en_US
dc.citation.epage2934en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000310714201210-
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