Automatic Deformation Acquisition Using Terrestrial Laser Scanner

Article Preview

Abstract:

Deformation monitoring is typically undertaken using spare, point-wise geodetic surveying techniques, such as total station or GPS. Deformation monitoring using terrestrial laser scanning is gaining considerable attention mainly due to the high spatial resolution of the acquired data. It can provide dense 3D information of the surface of an object. A disadvantage of the technique may be the difficulty to assess some fixed benchmarks on the surface of the deforming area, unless they are special targets that can be recognised by the accompanying software. To solve this problem, a new automatic deformation acquisition method based on nurbs surface was presented. The paper discusses methods of nurbs surface modelling implemented for deformation monitoring and approaches used to measure the deformation from surfaces. Finally, applications involving the use of laser scanning in bridge are presented.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2811-2817

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Thies, M., Pfeifer, N., Spiecker, H., Gorte, B.: Three-dimensional reconstruction of stems for assessment of taper, sweep and lean based on laser scanning of standing trees. Scandinavian Journal of Forest Research 19(6) (2004), pp.571-581.

DOI: 10.1080/02827580410019562

Google Scholar

[2] Gordon, S., Lichti, D., Franke, J., Steward, M.: Measurement of structural deformation using terrestrial laser scanners. In 1 st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering, Nottingham, UK(2004).

Google Scholar

[3] Schulz, T., Ingensand, H.: Terrestrial laser scanning / investigation and applications for high precision scanning. In Proceedings of the FIG Working Week - The Olympic Spirit in Surveying, Athens, Greece(2004).

Google Scholar

[4] Lindenbergh, R., Pfeifer, N., Rabbani, T.: Accuracy analysis of the Leica HDS3000 and feasibility of tunnel deformation monitoring. In Proceedings ISPRS workshop Laser scanning '05, Twente, The Netherlands, to appear(2005).

Google Scholar

[5] Schafer, T., Weber, T., Kyrinovic, P., and Zamencnikova, M.: Deformation measurement using terrestrial laser scanning at the hydropower station of Gabcikovo. In INGEO 2004 and FIG Regional Central and Eastern European Conference on Engineering Surveying, Bratislava, Slovakia(2004).

Google Scholar

[6] Fangmin Dong, Qihua Tian.: An algorithm for determining the mapping relation between points ontwo parametric spline surfaces.In J. of Univ. of Hydr.& Elec. Eng./Yichang,Vol.19(1997),p.77 (In Chinese) .

Google Scholar

[7] Fangmin Dong.: A subdivision algorithm for inverse point solution of spline surfaces.Journal of engineering graphics(1997),p.59(In Chinese).

Google Scholar

[8] Shimin Hu, Jiaguang Sun, Tongguang Jin.: Computing the parameters of points on nurbs curves and surfaces via moving affine frame method. Journal of software.(2000),11(1):49~53(In Chinese).

Google Scholar