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SCAN RESOLUTION INFLUENCE ON DETERMINING GEOMETRIC FEATURES OF ENGINEERING STRUCTURES

student Pawel Lata, student Marek Hubert Zienkiewicz

First published: 2015https://doi.org/10.5593/sgem2015/b22/s9.054View metrics

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Title
SCAN RESOLUTION INFLUENCE ON DETERMINING GEOMETRIC FEATURES OF ENGINEERING STRUCTURES
Authors
student Pawel Lata, student Marek Hubert Zienkiewicz
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, INFORMATICS, GEOINFORMATICS AND REMOTE SENSING
Publisher
Stef92 Technology
Year
2015
Pages
431-438
ISSN
1314-2704
ISBN
978-619-7105-35-3
Language
en
Publication type
Conference Paper
References28
  1. Dumalski A., Hejbudzka K., Łata P., Zienkiewicz M.H., Classical and Laser Scanner Methods In Determining Slender Objects Verticality, GIS Odysey Croatia, 2013

  2. Duchnowski R., Median-Based Estimates and Their Application in Controlling Reference Mark Stability. Journal of Surveying Engineering, 136(2): 47 – 52, 2010.

  3. Hekimoglu S., Demirel H., Aydin C., Relibility of conventional deformation analysis methods for vertical networks. XXII FIG General Assembly, Washington DC, 2002.

  4. Hesse C., Stramm H., Deformation Measurements with Laser Scanners – Possibilities and Challenges. International Symposium on Modern Technologies Education and Professional Practice in Geodesy and Related Fields, Sofia, 2004, pp. 228-240, 2004

  5. Hesse C., Neuner H., Kutterer H., Statistical analysis of kinematic laser scans. In: Grün, A.; Kahmen, H. (Eds.): Optical 3-D Measurement Techniques VII, Vol. 2, pp. 103-112,

  6. Kamiński W., Nowel K., Local variance factors in deformation analysis of non homogenous monitoring networks. Survey Review, Vol. 45, No. 328, pp. 44-50, 2013.

  7. Kamiński W., The Idea of Monitoring Surface Deformations on Unstable Ground with the Use of GPS Technology. Bellotino di Geodesia e Scienze Affini, 1: 33 – 45, 2008.

  8. Lubowiecka I., Armesto J., Lorenzo H., Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Engineering Structures 31(11): 2667 – 2676, 2009.

  9. Schneider, D., Terrestrial laser scanning for area based deformation analysis of towers and water dams. In: Proc. of ‘3rd IAG Symp. on Deformation Measurements and Analysis’/’12th FIG Symp.on Geodesy for Geotechnical and Structural Eng.’, Vol. 1, Baden, Austria, 10 pp, 2006

  10. Stępniak K., Baryła R., Wielgosz P., Kurpiński G., Optimal data processing strategy in precise GPS leveling networks. Acta Geodynamica et Geomaterialia, v.10, No. 4(172),

  11. Wielgosz P., Paziewski J., Baryła R., On constraining zenith tropospheric delays in processing of local GPS networks with Bernese software Survey Review 43, No 323.,

  12. Wiśniewski Z., Estimation of parameters in a split functional model of geodetic observations (Msplit estimation). Journal of Geodesy, No 83, str. 105-120, 2009.

  13. Zienkiewicz M. H., Application of M split estimation to determine control points displacements in networks with an unstable reference system. Survey Review, 2014 (DOI: 10.1179/1752270614Y.0000000105).

  14. [Leica ScanStation Product Specifications] International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  15. Dumalski A., Hejbudzka K., Łata P., Zienkiewicz M.H., Classical and Laser Scanner Methods In Determining Slender Objects Verticality, GIS Odysey Croatia, 2013

  16. Duchnowski R., Median-Based Estimates and Their Application in Controlling Reference Mark Stability. Journal of Surveying Engineering, 136(2): 47 – 52, 2010.

  17. Hekimoglu S., Demirel H., Aydin C., Relibility of conventional deformation analysis methods for vertical networks. XXII FIG General Assembly, Washington DC, 2002.

  18. Hesse C., Stramm H., Deformation Measurements with Laser Scanners – Possibilities and Challenges. International Symposium on Modern Technologies Education and Professional Practice in Geodesy and Related Fields, Sofia, 2004, pp. 228-240, 2004

  19. Hesse C., Neuner H., Kutterer H., Statistical analysis of kinematic laser scans. In: Grün, A.; Kahmen, H. (Eds.): Optical 3-D Measurement Techniques VII, Vol. 2, pp. 103-112,

  20. Kamiński W., Nowel K., Local variance factors in deformation analysis of non homogenous monitoring networks. Survey Review, Vol. 45, No. 328, pp. 44-50, 2013.

  21. Kamiński W., The Idea of Monitoring Surface Deformations on Unstable Ground with the Use of GPS Technology. Bellotino di Geodesia e Scienze Affini, 1: 33 – 45, 2008.

  22. Lubowiecka I., Armesto J., Lorenzo H., Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Engineering Structures 31(11): 2667 – 2676, 2009.

  23. Schneider, D., Terrestrial laser scanning for area based deformation analysis of towers and water dams. In: Proc. of ‘3rd IAG Symp. on Deformation Measurements and Analysis’/’12th FIG Symp.on Geodesy for Geotechnical and Structural Eng.’, Vol. 1, Baden, Austria, 10 pp, 2006

  24. Stępniak K., Baryła R., Wielgosz P., Kurpiński G., Optimal data processing strategy in precise GPS leveling networks. Acta Geodynamica et Geomaterialia, v.10, No. 4(172),

  25. Wielgosz P., Paziewski J., Baryła R., On constraining zenith tropospheric delays in processing of local GPS networks with Bernese software Survey Review 43, No 323.,

  26. Wiśniewski Z., Estimation of parameters in a split functional model of geodetic observations (Msplit estimation). Journal of Geodesy, No 83, str. 105-120, 2009.

  27. Zienkiewicz M. H., Application of M split estimation to determine control points displacements in networks with an unstable reference system. Survey Review, 2014 (DOI: 10.1179/1752270614Y.0000000105).

  28. [Leica ScanStation Product Specifications] International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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