Full text: Commissions III (Part 5)

13 - 
‘ic block-adjustment 
irolled single models. 
lectronic computa - 
ndicate clearly that 
ize digital computers, 
ms will be definitely 
plied in photogram - 
enters should not be 
3 may indicate. 
al methods of block- 
d for it will have va- 
roximate or specia- 
»cedures tend to sup- 
eld of application, 
onal custom of deve- 
lis trend is dictated 
iases ought to be in- 
1 photogrammetric 
techniques can be 
an example that ITC 
landle photogramme- 
i work. 
l the problem of in- 
mmetric restitution 
vailable experience 
)f photogrammetric 
il routine work re- 
ite more on his es - 
lotogrammetria, 
lletino di Geodesia, 
i, Photogr. Eng., 
erotriangulation ", 
istical method ap- 
Ddesia, XX, 1961, 4. 
[6] R. Förstner, Uber Ausgleichungsprobleme und Fehlertheorien bei Aerotriangulationen, 
Deutsche Geod. Komm., Reihe A, 35, 1960. 
[7] B. Hallert, Theory or errors for the stereo-radial and the model triangulation methods in 
aerial photogrammetry, Fotogrammetriska Meddelanden, III, 1958, 3. 
[8] V. I. Pavlow, Formulae for the distortion of a spatial aerotriangulation strip, Z. Astron . 
Geod. Moskva, 1961, 4. 
[9] G. E. Strel'nikov, Graphic plotting of the curve of aerial triangulation networks of a grea 
ter length, Z. Astron. Geod. Moskva, 1962, 4. 
[10] R. P. Ovsjannikov, Random errors in aerial triangulation, Z. Astron. Geod. Moskva, 1962. 
[11] V. V. Volkov, Interpolation method for adjusting plane coordinates in aerial triangulation, 
Geod. i. Kartogr., Moskva, 1959, 11. 
[12] G. H. Schut, The use of polynomials in the three-dimensional adjustment of triangulated 
strips, Can. Surveyor, XVI, 196 2, 3. 
[13] G. H. Schut, Transformation et ajustement des coordonnées d'une bande par calcul élec - 
ironique, Can. Surv. XV, 1961, 10. 
[14] G. H. Schut, Transformation and adjustment of strip coordinates by electronic computation, 
National Research Council of Canada, 1961. 
[15] G. H. Schut, Development of programs for strip and block adjustment at the National Re - 
search Council of Canada, NCR 7632, 1963. 
[16] W. D. Harris, Aerotriangulation adjustment of instrument data by computational methods, 
USCGS Techn. Bull. No. 1, 1958. 
[17] A. N. Lobanov, Modern computation techniques and their use in photogrammetry, Geodesy 
and Aerophotography, 1962, 5. 
[18] R. P. Ovsyannikov, The analytical orientation of photogrammetric horizontal control net - 
works, Geod. and Aerophotogr. 1962, 6. 
[19] A. L. Nowicki and C. J. Born, Improved Stereotriangulation adjustment with Electronic 
Computers, Phot. Eng., XXVI, 1960. 
[20] R. A. Schlund, Ausgleichung räumlicher Aerotriangulationen mit Hilfe von elektronischen 
Rechenautomaten, Mitt. Geod. Inst. ETH Zürich, Nr. 11, 1961. 
[21] A. Hokkanen, A Programm for aerial strip triangulation by second defree conformai trans 
formation, Suomen Fotogrammetrinen Seura, 196 2, 3. 
[22] G. Lehmann, Probemessungen am Zeiss Stereokomparator, Zeitschr. f. Vermessungs - 
wesen, 1960, 12. 
[23] W. Brucklacher, Zur räumlichen Aerotriangulation von Bildstreifen, Deutsche Geod. 
Komm. Reihe A, 1959, Nr. 35/ I. 
[24] M. Perks, Numerical adjustment procedure for aerotriangulation programmed for IBM 
6 50 computer, Can. Surv., XVI, 1962, 3. 
[25] F. Halwax, Eine Methode für die rechnerische Ausgleichung von Aerotriangulationen, 
Österr. Zeitschr. f. Vermessungswesen, 1962, 3. 
[26] M. Tikka, The Use of conformal transformations in the aerial triangulation, Suomen Fo- 
togrammetrinen Seura, 1962, 3. 
[27] F. Ackermann, On strip adjustment with polynomials of higher degree, Photogrammetria, 
XVIII, 1961-1962, 4. 
[28] F. Ackermann, A procedure for analytical strip adjustment, ITC-Publication A 17, 1962.
	        
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