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MONITORING AND EVALUATION OF PRESTRESSED CONCRETE ELEMENT USING PHOTOGRAMMETRIC METHODS

Hamouz, Jan, Braun, Jaroslav, Urban, Rudolf, Stroner, Martin, Vrablik, Lukas

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b23/s10.029View metrics

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Title
MONITORING AND EVALUATION OF PRESTRESSED CONCRETE ELEMENT USING PHOTOGRAMMETRIC METHODS
Authors
Hamouz, Jan, Braun, Jaroslav, Urban, Rudolf, Stroner, Martin, Vrablik, Lukas
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-12-4
Language
en
Publication type
Conference Paper
References22
  1. Gordon S. & Lichti D. & Stewart M. and Franke J.: Structural deformation measurement using terrestrial laser scanner. Proceedings of 11th FIG Symposium on Deformation Measurements, Santorini, Greece, 2003.

  2. Fraser C. S. & Ed mundson K.L.: Design and Im plementation of a Computational Processing System for Off -Line Digital Close -Range Photogrammetry. ISPRS Journal of Photogrammetry and Remote Sensing, 55(2), 94 – 104, 2000.

  3. Whiteman T. & Lichti D. and Chandler I.: Measurement of deflections in concrete beams by close range digital photogrammetry. Proceedings of Symposium on Geospatial Theory, Processing and Applications, Otawa 2002.

  4. Maas H.G. & Hampel U.: Photogrammetric Techniques in Civil Engineering Material Testing and Structure Monitoring. Photogrammetric Engineering & Remote Sensing Vol. 72, No. 1, January 2006.

  5. Křemen, T. & Koska, B.: Determination of the Initial Shape and the Deformation of the Steel Beams with High Accuracy During the Stress Tests Using Laser Scanning Technology. In: Proceedings of 13th International Multidisciplinary Scientific Geoconference SGEM 2013, vol. II.. Sofia: STEF92 Technology Ltd., 2013, vol. 2, p. 601-608. ISSN 1314-2704.ISBN 978-619-7105-01-8.

  6. Křemen, T. & Koska, B.:2D and 3D Documentation of St. Nicolas Baroque Church for the General Reconstruction Using Laser Scanning and Photogrammetry Technologies Combination. In: Videometrics, Range Imaging and Applications XII; and Automated Visual Inspection. Bellingham (stát Washington): SPIE, 2013, vol. 1, . ISSN 0277-786X.ISBN 978-0-8194-9607 -2.

  7. Koska, B. & Křemen, T. & Pospíšil, J. & Haličková, J. & Kyrinovič, P.: Monitoring Lock Chamber Dynamic Deformation. In: Civil Engineering Surveyor. 2008, vol. 12, no. 11, p. 41-44. ISSN 0266-139X.

  8. Řezníček, J. & Pavelka , K.: Photogrammetrical measuring of the dynamical deformation of the joint and the column web panel at elevated temperature. Proceedings of 31st ACRS Conference. Hanoi: ACRS, 2010, vol. 1, p. 364 -373. ISBN 978-1-61782- 397-8.

  9. Pukanská K.: 3D visualization of cultural heritage by laser scanning and digital photogrammetry. Monograph, Ostrava 2012, ISBN 978-80-248-3214-2.

  10. F raštia, M. & Marčiš, M. and Trhan, O.: Deformation measurements of gabion walls using image based modeling. In: INGEO 2014. Praha: České vysoké učení technické v Praze, 2014, vol. 1. ISBN 978-80-01-05469-7.

  11. Beran, T., Danisch, L., Ch rzanowski, A., Bazanowski, M.: Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations. In: INGEO 2014. Praha: České vysoké učení technické v Praze, 2014, vol. 1. ISBN 978-80-01-05469-7.

  12. Gordon S. & Lichti D. & Stewart M. and Franke J.: Structural deformation measurement using terrestrial laser scanner. Proceedings of 11th FIG Symposium on Deformation Measurements, Santorini, Greece, 2003.

  13. Fraser C. S. & Ed mundson K.L.: Design and Im plementation of a Computational Processing System for Off -Line Digital Close -Range Photogrammetry. ISPRS Journal of Photogrammetry and Remote Sensing, 55(2), 94 – 104, 2000.

  14. Whiteman T. & Lichti D. and Chandler I.: Measurement of deflections in concrete beams by close range digital photogrammetry. Proceedings of Symposium on Geospatial Theory, Processing and Applications, Otawa 2002.

  15. Maas H.G. & Hampel U.: Photogrammetric Techniques in Civil Engineering Material Testing and Structure Monitoring. Photogrammetric Engineering & Remote Sensing Vol. 72, No. 1, January 2006.

  16. Křemen, T. & Koska, B.: Determination of the Initial Shape and the Deformation of the Steel Beams with High Accuracy During the Stress Tests Using Laser Scanning Technology. In: Proceedings of 13th International Multidisciplinary Scientific Geoconference SGEM 2013, vol. II.. Sofia: STEF92 Technology Ltd., 2013, vol. 2, p. 601-608. ISSN 1314-2704.ISBN 978-619-7105-01-8.

  17. Křemen, T. & Koska, B.:2D and 3D Documentation of St. Nicolas Baroque Church for the General Reconstruction Using Laser Scanning and Photogrammetry Technologies Combination. In: Videometrics, Range Imaging and Applications XII; and Automated Visual Inspection. Bellingham (stát Washington): SPIE, 2013, vol. 1, . ISSN 0277-786X.ISBN 978-0-8194-9607 -2.

  18. Koska, B. & Křemen, T. & Pospíšil, J. & Haličková, J. & Kyrinovič, P.: Monitoring Lock Chamber Dynamic Deformation. In: Civil Engineering Surveyor. 2008, vol. 12, no. 11, p. 41-44. ISSN 0266-139X.

  19. Řezníček, J. & Pavelka , K.: Photogrammetrical measuring of the dynamical deformation of the joint and the column web panel at elevated temperature. Proceedings of 31st ACRS Conference. Hanoi: ACRS, 2010, vol. 1, p. 364 -373. ISBN 978-1-61782- 397-8.

  20. Pukanská K.: 3D visualization of cultural heritage by laser scanning and digital photogrammetry. Monograph, Ostrava 2012, ISBN 978-80-248-3214-2.

  21. F raštia, M. & Marčiš, M. and Trhan, O.: Deformation measurements of gabion walls using image based modeling. In: INGEO 2014. Praha: České vysoké učení technické v Praze, 2014, vol. 1. ISBN 978-80-01-05469-7.

  22. Beran, T., Danisch, L., Ch rzanowski, A., Bazanowski, M.: Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations. In: INGEO 2014. Praha: České vysoké učení technické v Praze, 2014, vol. 1. ISBN 978-80-01-05469-7.

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