Papers for the international symposium Commission VI

Sitek, Zbigniew

Bibliographic data

Monograph

Persistent identifier:: 84215471X

Title:: Papers for the international symposium Commission VI

Sub title:: Kraków, Poland, 8 - 9 August 1978

Scope:: 199 Seiten

Type of content:: Konferenzschrift

Edition title:: Wyd. 1

DOI:: 10.14463/GBV:84215471X

Year of publication:: 1978

Place of publication:: Kraków

Publisher of the original:: Akad. Górniczo-Hutnicza im. S. Staszica

Identifier (digital):: 84215471X

Illustration:: Diagramme

Signature of the source:: RT 3604(1978)

Language:: English

Usage licence:: Attribution 4.0 International (CC BY 4.0)

Editor:: Sitek, Zbigniew

Corporations:: Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie

Author:: International Society for Photogrammetry, Commission, 6

Adapter:: Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie

Founder of work:: Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie

Other corporate:: Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie

Publisher of the digital copy:: Technische Informationsbibliothek Hannover

Place of publication of the digital copy:: Hannover

Year of publication of the original:: 2015

Document type:: Monograph

Collection:: Earth sciences

Chapter

Title:: JOINT SESSION OF COMMISSION VI (W.G.5 - PLANNING, ECONOMY AND PROFESSIONAL ASPECTS) AND COMMISSION V (W.G. 2 - COST EFFECTIVENESS OF CLOSE - RANGE PHOTOGRAMMETRY)

Document type:: Monograph

Structure type:: Chapter

Chapter

Title:: REMARKS ON THE TECHHICAL ARD ECOROMICAL PROBLEMS OP THE INDUSTRIAL PHOTOGRAMMETRY. Bujakiewicz A., Majde A., Niepokólczycki M. Preuss R., Wapinski J.

Document type:: Monograph

Structure type:: Chapter

different external factors in their exploitation are examined. In this section the measurement of three different types of bridges will be presented / 11 /. The first bridge was loaded by different vertical weights and the vertical vectors of deformations by time-parallaxes method were determined. The successive photographs were taken from the same camera stations and differences in their angleorientations in the process of calculation were established. The measu rement of the deformations of bridge was performed simultaneonsly by Physical method. The comparison of the results has indicated the accuracy of vertical diplacements - 0.8 mm. In the second bridge /suspen sion/ the moves of the cables caused by variable flow of crude ail in pipeline were determined. The succe ssive convergent photographs were taken from cameras located on she riversides. The deformations of ropes were obtained by analytical method with accuracy ca 1-2 cm. To determine the dynamical deformations of railway bridge the set of film camera and theodolit, which magnifyed the focus length of camera 30 times» was used. Successive states of bridge be time parallaxes method were obtained with the accuracy - 1 mm. The main advantage of the utilization of photo- grammetry in this type of applications is the possi bility of recording arbitrarily short states of con struction during its exploitation. 2*3* Control measurement of the products The purpose of these measurements is control of the accomplishment of technical•assumption relative to the shape of products and fitting of cooperated Parts of product. In this field two experiments will be presented. First, the measurement of the shape of prefabricated wall products / 1 / and second, the deter mination of the shape of contact surfaces of coopera ted ship segments /2/. For this purpose, convergent

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