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National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Creation of 3D Model of the Church of St. Tomas Using Photogrammetric Method
 Bugan, Bernard ; Kalvodová, Petra (referee) ; Hanzl, Vlastimil (advisor)
The thesis deals with the 3D model creation of St. Thomas church in Brno. The close-range and aerial photogrametry were used for the model creation. Coordinate calculation of control points was created with use of a geodetic surveying and its processing. Software PhotoModeler Scanner, especially version 6 was also used for creation of three-dimensional church model.
Detailed record
Creation of 3D Model of the Church of St. Jakob Using Photogrammetric Method
 Janči, Branislav ; Kalvodová, Petra (referee) ; Hanzl, Vlastimil (advisor)
Bachelor's thesis is focused on creation of 3D model of St. Jacob’ Church which is situated in the centre of Brno. The 3D model was created by combined method of aerial and close range photogrammetry. Ground control points and points that were used to determine accuracy of the model were obtained by geodetic surveying and further processing in software PhotoModeler Scanner 6. The resulting model was exported.
Detailed record
Creation of 3D Model of the Church of St. Tomas Using Photogrammetric Method
 Bugan, Bernard ; Kalvodová, Petra (referee) ; Hanzl, Vlastimil (advisor)
The thesis deals with the 3D model creation of St. Thomas church in Brno. The close-range and aerial photogrametry were used for the model creation. Coordinate calculation of control points was created with use of a geodetic surveying and its processing. Software PhotoModeler Scanner, especially version 6 was also used for creation of three-dimensional church model.
Detailed record
Creation of 3D Model of the Church of St. Jakob Using Photogrammetric Method
 Janči, Branislav ; Kalvodová, Petra (referee) ; Hanzl, Vlastimil (advisor)
Bachelor's thesis is focused on creation of 3D model of St. Jacob’ Church which is situated in the centre of Brno. The 3D model was created by combined method of aerial and close range photogrammetry. Ground control points and points that were used to determine accuracy of the model were obtained by geodetic surveying and further processing in software PhotoModeler Scanner 6. The resulting model was exported.
Detailed record

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