Let us consider a vision system of n cameras by which k sets
of pictures are taken, and denote the rotations and exposure
stations of those pictures in the global system (X,Y,Z) as:
( Rogo Xo, Yo, Zo) j ; iz1.. n; j=1.. k
Let us further introduce a local object system (X’,Y’,Z’)
identical to the image system of one camera (say camera
number 1), and denote the rotations and exposure stations of
the n-1 residual cameras in this local system as:
( Rep, X'o, Y'o, Z'9) i? fe Pn
The additional constraints are then:
( Rep) ic (Raßy) " J T Raßy)iy
Xo’ Yo Zo X - (Gag) jor Xo 1 ‚Yo Yo vZorZo 1 X,
}i=2.n j=1.k (A2)
REFERENCES
Amdal, K. Thune, N., Dorum, O. H., 1990. Correction of image
deformation using B-splines surfaces in digital close-range
photogrammetry. In: Int. Arch. Photogramm. and Remote
Sensing., Zürich- Switzerland, Vol. XXVIII, Part, 5/2, pp.
845-854.
Amdal, K., 1992. "Single Camera System for Close Range
Industrial Photogrammetry". In: Int. Arch. Photogramm. and
Remote Sensing., Washington-USA, Vol. XXIX, Commission V.
Axelsson, P., 1992. Real time photogrammetry - Who are the
developers? In: Int. Arch. Photogramm. and Remote Sensing.,
Washington-USA, Vol. XXIX, Commission V.
Beyer, H., 1987. Some aspect on the geometric calibration of
CCD-cameras. Proceedings International Conference on "Fast
Processing of Photogrammetric Data". Interlaken, June 2-4,
pp. 68-81.
Burner, A. W. et. al., 1990. Laboratory calibration and
characterization of wideo cameras. In: Int. Arch. Photogramm.
and Remote Sensing., Zürich-Switzerland, Vol. XXVIII, Part
5/2, pp. 664-671.
Fraser, C. S., 1989. Optimization of Networks in Non-
Topographic Photogrammetry. In: Chapt. 8, Handbook of Non-
Topographic Potogrammetry, edited by H. M. Karara, 2nd. ed.
pp. 95-106, ASPRS, Falls Church.
Freyer, J. G., 1989. Camera Calibration in Non-Topographic
Photogrammetry. In: Chapt. 5, Handbook of Non-Topographic
Potogrammetry, edited by H. M. Karara, 2nd. ed. pp. 59-69,
ASPRS, Falls Church.
GMA (VDI/VDE-Gesellschaft Mess- und Automatisierungs-
technik) 1986. "Genauigkeit von Koordinatenmessgeräten.
Kenngrôssen und deren Prüfung". Verein Deutscher Ingenieure
and Verband Deutscher Elektrotechniker, VDI-Verlag GmbH,
D-4000 Düsseldorf.
Grün, A. W., 1978. Accuracy, reliability and statistics in
close range photogrammetry. In: Int. Arch. Photogramm. and
Remote Sensing., Stockholm-Sweden, Commission V.
Hádem, l., 1989. FOMAKON, a program package for industrial
photogrammetry. Kart og Plan, 49(1):25-34.
Haggrén, H., 1989. Calibration of close-range
photogrammetric station using a free bundle adjustment. The
Photogrammetric Journal of Finland., 11(2):21-31.
Pettersen, A., 1992a. Metrology Norway System - Optimum
Accuracy based on CCD-Cameras. In: Int. Arch. Photogramm.
and Remote Sensing., Washington-USA, Vol. XXIX, Commission
V.
Pettersen, A., 1992b. Metrology Norway System - An On-line
Industrial Photogrammetry System. In: Int. Arch.
Photogramm. and Remote Sensing., Washington-USA, Vol.
XXIX, Commission V.
Schlógenhofer, F., 1989. Qualitets- und Wirtschaftlichkeits-
modelle für die Ingenieurphotogrammetrie. Report no 32 from
the Institute of Photogrammetry and Remote Sensing,
Technical University of Wien, Wien, Austria.
Zielinski, H., 1992. Line Photogrammetry with multiple
images., Licentiate Thesis, Royal Institute of Technology,
Department of Photogrammetry, Stockholm, Sweden.