2009
DOI: 10.1117/12.828004
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Automated full-3D shape measurement of cultural heritage objects

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Cited by 5 publications
(5 citation statements)
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“…These established registration methods are based on rather dense and low-noise 3D point clouds, which possibly also should be meshed. 3D digitisation in cultural heritage was performed by Guidi, Beraldin and Atzeni (2004), Guidi, Frischer and Spinetti (2005), Sitnik, Karaszewski, Zaluski and Bolewicki (2009). For virtual reality (VR) display Burdea and Coiffet (2003) describe that a further significant reduction in mesh size is required to allow interactive display within the memory requirements of standard PCs.…”
Section: D Data Fusion and Visualisationmentioning
confidence: 99%
“…These established registration methods are based on rather dense and low-noise 3D point clouds, which possibly also should be meshed. 3D digitisation in cultural heritage was performed by Guidi, Beraldin and Atzeni (2004), Guidi, Frischer and Spinetti (2005), Sitnik, Karaszewski, Zaluski and Bolewicki (2009). For virtual reality (VR) display Burdea and Coiffet (2003) describe that a further significant reduction in mesh size is required to allow interactive display within the memory requirements of standard PCs.…”
Section: D Data Fusion and Visualisationmentioning
confidence: 99%
“…Several methods have been described for performing shape measurements with various classes of objects (Pavlidis, 2007). 3D scanners have already been used for high resolution measurements based on the structured light projection method in the field of cultural heritage investigation (Sitnik, 2009). Compared to different methods of shape digitization structured light projection using temporal phase shift analysis provides highest accuracy (Patorski, 1993), but is suitable for static objects only.…”
Section: Motivationmentioning
confidence: 99%
“…The next stage uses the calculated transformation by finding a closest point to every analyzed point of the initially aligned cloud. After performing calculation of this distance for many points, a translation vector is accumulated to find the transformation matrix (Sitnik, 2009;Besl, 1992). By iteratively applying translations and rotations to the moved cloud the process is repeated until the overall fitting error does not decrease significantly, which is considered local best alignment of two clouds.…”
Section: Initial Alignment and Iterative Closest Pointmentioning
confidence: 99%
“…In recent years, 3D topography measurement technology has been widely used in cultural relic protection, the aerospace industry, reverse engineering, biomedicine, and other fields [1][2][3][4]. A non-contact measurement-the scanning method based on optics and vision-has been increasingly popular due to its high accuracy, good flexibility, and fast speed [5].…”
Section: Introductionmentioning
confidence: 99%