Monitoring technical conditions of engineering structures using the terrestrial laser scanning technology

• Autorzy: Zaczek-Peplinska J. , Pasik M. , Adamek A. , Adamek A. , Kołakowska M. , Łapiński S.

Identyfikatory

DOI

10.2478/rgg-2013-0008

• Języki publikacji: EN

Abstrakty

EN

The laser scanning technology offers quite new possibilities in the field of the existing monitoring of engineering structures. The basic advantage of the laser scanning technology is huge amount of measuring observations and practically complete geometric and spectral information about the measured structures, which may be required within the short time. In the context of detection of threatens related to deformations and displacements of building structures, the surface - quasi-continuous distribution of measuring points is one of the most important factors. which ensure the possibility to perform correct evaluation of safety conditions of investigated structures. The proposed technological solution offers a series of new possibilities and the resulting methodology of determination of deformations and displacements of various structures, will considerably increase the scope of possible works and analyses. This will also create the new segment of data, which will result in delivery of additional information concerning conditions of the structure to experts from various fields, such as, among others, civil engineering, construction or geotechnique, who monitor the given structure.

Słowa kluczowe

EN

monitoring; terrestrial laser scanning; displacement

PL

monitorowanie; skanowanie laserowe naziemne; przemieszczenia

• Wydawca: Wydział Geodezji i Kartografii Politechniki Warszawskiej
• Czasopismo: Reports on Geodesy and Geoinformatics
• Rocznik: 2013
• Tom: Vol. 95
• Strony: 1--10
• Opis fizyczny: Bibliogr. 12 poz., rys., wykr.

Twórcy

autor

Zaczek-Peplinska J.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

autor

Pasik M.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

autor

Adamek A.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

autor

Adamek A.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

autor

Kołakowska M.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

autor

Łapiński S.

• Warsaw University of Technology, Faculty of Geodesy and Cartography, Pl. Politechniki 1, 00-661 Warsaw, Poland

Bibliografia

• [1] Adamek, A., Zaczek-Peplinska, J. & Gergont, K. (2012). Analysis of Possibilities to Utilise Results of Laser Scanning in Technical Inspection of Water Dams. Proceedings of the FIG Working Week 2012, Rome, Italy, 6-10 May 2012.
• [2] Lovas, T., Barsi, A., Detrekoi, A., Dunai, L., Csak, Z., Polgar, A., Berenyi, A., Kibedy, Z. & Szocs, K. (2008). Terrestrial laserscanning in deformation measurements of structures. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, vol. XXXVII, part B5, Beijing, pp. 527-532.
• [3] Möser, M., Müller, G., Schlemmer, H. & Werner H. (2000). Handbuch Ingenieurgeodäsie – Überwachungsmessungen. Wichmann Publishing, Heidelberg, Germany, pp. 39.
• [4] Popielski, P., Zaczek-Peplinska, J. & Pasik M. (2012). Методы измерения для проверки численных моделей взаимодействия грунта и сооружения. Жилищноестроительство, Издательство „Стройматериалы”, nr 11/2012, pp. 2-7.
• [5] Reshetyuk, Y. (2009). Terrestrial laser scanning: Error sources, self-calibration direct georeferencing, VDM Verlag Dr. Muller, Saarbrucken.
• [6] Štroner, M., Smitka, V. & Třasák, P. (2011). Evaluation of accuracy of control points’ position using a laser scanning systemLeica HDS 3000. Reports on Geodesy No. 1(90).
• [7] Tsakiri, M., Lichti, D. & Pfeifer, N., (2006). Terrestrial laser scanning for deformation monitoring. In Proceedings of the 12th FIG symposium on deformation measurements and 3rd IAG symposium on geodesy for geotechnical and structural engineering, Baden, Austria.
• [8] Wujanz, D., Krueger, D. & Neitzel, F. (2013) Defo Scan++: Surface based registration of terrestrial laser scans for deformation monitoring. Proceedings of the JISDM Conference, Nottingham, Great Britain.
• [9] Vosselman, G., & Maas, H. G. (2010). Airborne and terrestrial laser Scanning, Whittles Publishing, Dunbeath.
• [10] Zaczek-Peplinska, J., Pasik, M. & Popielski, P. (2013a). Analiza zachowania gruntu i obiektów budowlanych w rejonie realizacji inwestycji o różnym charakterze oddziaływań (The analysis of behaviour of the ground and engineering structures within the areas of implementation of investments of various types of impacts). Archiwum Instytutu Inżynierii Lądowej, 15/2013, pp.99-118, Wydawnictwo Politechniki Poznańskiej, Poznań, 2013.
• [11] Zaczek-Peplinska, J., Pasik, M. & Popielski, P. (2013b). Geodezyjny monitoring obiektów sąsiednich w rejonie oddziaływania budowy tuneli i głębokich wykopów - doświadczenia i wnioski (Surveying monitoring of neighbouring structures within the area of impacts of construction of tunnels and deep excavations – experiences and conclusions). Acta Scientarum Polonorum, seria Architectura, nr 12(2)2013, pp.17-32, Wydawnictwo SGGW, Warszawa, 2013.
• [12] Zoller-Frohlich (2013). http://www.zf-laser.com