PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Novel method to determine laser scanner accuracy for applications in civil engineering

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
One of the most important aspects of controlling the condition of civil engineering structures is the deformation monitoring. 3D laser scanners show some advantages related to the controlling of unexpected deformations which cannot be monitored with total stations or levels. Technical datasheets provided by laser manufacturers give the accuracy of single point measurements, although these figures can be improved using fitting algorithms. This paper depicts a novel technical procedure used to detect real accuracy that can be achieved using surface fitting techniques. This technique is based on the displacement of an aluminum plate by means of a precision actuator. Shift produced in the plate is measured by a laser scanner and a total station. Accuracy is evaluated as the difference between the values given by the actuator and those provided for the geodetic instruments. The procedure has been tested using a laser scanner RIEGL LMS Z390i and a total station Leica TCR 1102. The results obtained are very close in both cases and depict values of accuracy less than 1 mm. These results confirm the possibilities of the RIEGL system to detect small deformations. It can be concluded that this system can be used in the monitoring of civil engineering structures. On the other hand, the single point measurement exhibits an accuracy around 6 mm and confirms the data provided by the manufacturer of the laser scanner.
Czasopismo
Rocznik
Strony
43--53
Opis fizyczny
bibliogr. 20 poz.
Twórcy
autor
autor
autor
  • Close Range Remote Sensing and Photogrammetry Group, Department of Natural Resources and Environmental Engineering, School of Mining Engineering, University of Vigo, 36310 Vigo, Spain
Bibliografia
  • [1] STIROS S., KONTOGIANNI V., Mean deformation tensor and mean deformation ellipse of an excavated tunnel section, International Journal of Rock Mechanics and Mining Sciences 46(8), 2009,pp. 1306–1314.
  • [2] NUTTENS T., DE WULF A., BRAL L., DE WIT B., CARLIER L., DE RYCK M., STAL C., CONSTALES D.,DE BACKER H., High resolution terrestrial laser scanning for tunnel deformation measurements,XXIV FIG Congress, Sydney, Australia, April 11–16, 2010, pp. 1–15.
  • [3] LOVAS T., BARSI A., DETREKOI A., DUNAI L., CSAK Z., POLGAR A., BERENYI A., KIBEDY Z., SZOCS K., Terrestrial laser scanning deformation measurements of structures, ISPRS – International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol. XXXVII, 2008,pp. 527–531.
  • [4] ZOGG H.-M., INGENSAND H., Terrestrial laser scanning for deformation monitoring – load tests on the Felsenau viaduct, ISPRS – International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol. XXXVII, 2008, pp. 555–561.
  • [5] BAO XING ZHOU, JIAN PING YUE, KE YONG JIA, Automatic deformation acquisition using terrestrial laser scanner, Applied Mechanics and Materials 90–93, 2011, pp. 2811–2817.
  • [6] MING C.C., CHEN C.-S., WU C.-T., WANG E.H., Monitoring of sag deformation in suspension bridges using a 3D laser scanner, Materials Evaluation 68(12), 2010, pp. 1368–1378.
  • [7] ALBA M., FREGONESE L., PRANDI F., SCAIONI M., VALGOI P., Structural monitoring of a large dam by terrestrial laser scanning, Proceedings of the ISPRS Commission V Symposium ‘Image Engineering and Vision Metrology’, Dresden, Germany, September 25–27, 2006, Vol. XXXVI,Part 5.
  • [8] GONZÁLEZ-AGUILERA D., GÓMEZ-LAHOZ J., SÁNCHEZ J., A new approach for structural monitoring of large dams with a three-dimensional laser scanner, Sensors 8(9), 2008, pp. 5866–5883.
  • [9] JIA PING ZHANG, HE WU, YU QIN FENG, GUANG YANG, GUO FENG WANG, QI GE, Research on the data collection method in road slope detection based on 3D laser scanner, Applied Mechanics and Materials 94–96, 2011, pp. 826–829.
  • [10] FERRERO A.M., MIGLIAZZA M., RONCELLA R., RABBI E., Rock slopes risk assessment based on advanced geostructural survey techniques, Landslides 8(2), 2011, pp. 221–231.
  • [11] HUDNUT K.W., BEHR J.A., Continuous GPS monitoring of structural deformation at Pacoima Dam,California, Seismological Research Letters 69(4), 1998, pp. 299–308.
  • [12] LOVSE J.W., TESKEY W.F., LACHAPELLE G., CANNON M.E., Dynamic deformation monitoring of tall structure using GPS technology, Journal of Surveying Engineering 121(1), 1995, pp. 35–41.
  • [13] SOUDARISSANANE S., LINDENBERGH R., GORTE B., Reducing the error in terrestrial laser scanning by optimizing the measurement set-up, ISPRS – International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol. XXXVII, 2008, pp. 615–620.
  • [14] ARMESTO J., ROCA-PARDIÑAS J., LORENZO H., ARIAS P., Modeling masonry arches shape using terrestrial laser scanning data and nonparametric methods, Engineering Structures 32(2), 2010,pp. 607–615.
  • [15] LUBOWIECKA I., ARMESTO J., ARIAS P., 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), 2009, pp. 2667–2676.
  • [16] TSAKIRI M., LICHTI D., PFEIFER N., Terrestrial laser scanning for deformation monitoring, XXIII FIG Congress, Munich, Germany, October 8–13, 2006.
  • [17] GORDON S.J., LICHTI D.D., Modeling terrestrial laser scanner data for precise structural deformation measurement, Journal of Surveying Engineering 133(2), 2007, pp. 72–80.
  • [18] EDLÉN B., The refractive index of air, Metrologia 2(2), 1966, pp. 71–80.
  • [19] Optics and optical instruments. Field procedures for testing geodetic and surveying instruments.Part 4. Electro-optical distance meters (EDM instruments), ISO 17123-4, 2001.
  • [20] RIVAS-LÓPEZ M., SERGIYENKO O.YU., TRYSA V.V., HERNANDEZ-PERDOMO W., DEVIA-CRUZ L.F.,HERNANDEZ-BALBUENA D., BURTSEVA L.P., NIETO-HIPÓLITO J.I., Optoelectronic method for structural health monitoring, Structural Health Monitoring 9(2), 2010, pp. 105–120.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW7-0019-0084
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.