TECHNICAL PAPERS
Jun 1, 2007

Flexible Videogrammetric Technique for Three-Dimensional Structural Vibration Measurement

Publication: Journal of Engineering Mechanics
Volume 133, Issue 6

Abstract

A videogrammetric technique is proposed for measuring three-dimensional structural vibration response in the laboratory. The technique is based on the principles of close-range digital photogrammetry and computer vision. Two commercial-grade digital video cameras are used for image acquisition. To calibrate these cameras and to overcome potential lens distortion problems, an innovative two-step calibration process including individual and stereo calibration is proposed. These calibrations are efficiently done using a planar pattern arbitrarily shown at a few different orientations. This special characteristic makes it possible to perform an on-site calibration that provides flexibility in terms of using different camera settings to suit various application conditions. To validate the proposed technique, three tests, including sinusoidal motion of a point, wind tunnel test of a cross-section bridge model, and a three-story building model under earthquake excitation, are performed. Results indicate that the proposed videogrammetric technique can provide fairly accurate displacement measurement for all three tests. The proposed technique is shown to be a good complement to the traditional sensors for measuring two- or three-dimensional vibration response in the low-frequency range.

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Acknowledgments

This study is supported by the Hong Kong Research Grants Council Competitive Earmarked Research Grant HKUST6294/03E.

References

Abdel-Aziz, Y. I., and Karara, H. M. (1971). “Direct linear transformation from comparator coordinates into object space coordinates in close-range photogrammetry.” Proc., ASP Symp. on Close-Range Photogrammetry, Univ. of Illinois at Urbana–Champaign, Urbana, Ill., 1–18.
Aw, Y. B., and Koo, T. K. (1993). “Phototriangulation using CCD camera in close-range environment.” J. Surv. Eng., 119(2), 52–58.
Bales, F. B. (1985). “Close-range photogrammetry for bridge measurement.” Transportation Research Record. 950, Transportation Research Board, Washington, D.C., 39–44.
Çelebi, M., and Sanli, A. (2002). “GPS in pioneering dynamic monitoring of long-period structures.” Earthquake Spectra, 18(1), 47–61.
Chung, H., Liang, J., Kushiyama, S., and Shinozuka, M. (2004). “Digital image processing for nonlinear system identification.” Int. J. Non-Linear Mech., 39(5), 691–707.
Fraser, C. S. (1998). “Some thoughts on the emergence of digital close range photogrammetry.” Photogramm. Rec., 16(91), 37–50.
Fraser, C. S., and Riedel, B. (2000). “Monitoring the thermal deformation of steel beams via vision metrology.” ISPRS J. Photogramm. Remote Sens., 55(4), 268–276.
Fu, G., and Moosa, A. G. (2002). “An optical approach to structural displacement measurement and its application.” J. Eng. Mech., 128(5), 511–520.
Gonzalez, R. C., Woods, R. E., and Eddins, S. L. (2004). Digital image processing using Matlab, Pearson Education, Upper Saddle River, N.J.
Gruen, A., and Huang, T. S. (2001). Calibration and orientation of cameras in computer vision, Springer, Berlin.
Harris, C., and Stephens, M. (1988). “A combined corner and edge detector.” Proc., Fourth Alvey Vision Conf., Manchester, U.K., 147–151.
Hartley, R., and Zisserman, A. (2003). Multiple view geometry in computer vision, 2nd Ed., Cambridge University Press, Cambridge, U.K.
Hudson, D. E. (1979). “Reading and interpreting strong motion accelerograms.” EERI engineering monographs on earthquake criteria, structural design, and strong motion records, Vol. 1, Earthquake Engineering Research Institute, Berkeley, Calif.
Jáuregui, D. V., White, K. R., Woodward, C. B., and Leitch, K. R. (2003). “Noncontact photogrammetric measurement of vertical bridge deflection.” J. Bridge Eng., 8(3), 212–222.
Li, J. C., and Yuan, B. Z. (1988). “Using vision technique for bridge deformation detection.” Proc., Int. Conf. on Acoustic, Speech and Signal Processing, New York, 912–915.
Mikhail, E. M., Bethel, J. S., and McGlone, J. C. (2001). Introduction to modern photogrammetry, Wiley, New York.
Niederöst, M., and Maas, H. G. (1997). “Automatic deformation measurement with a digital still video camera.” Optical 3D measurement techniques IV, Zurich, Wichmann, Karlsruhe, Germany, 266–271.
Olaszek, P. (1999). “Investigation of the dynamic characteristic of bridge structures using a computer vision method.” Measurement, 25(3), 227–236.
Patsias, S., and Staszewski, W. J. (2002). “Damage detection using optical measurements and wavelets.” Struct. Health Monit., 1(1), 7–22.
Sturm, P. F., and Maybank, S. J. (1999). “On plane-based camera calibration: A general algorithm, singularities, applications.” Proc., IEEE Conf. Computer Vision and Pattern Recognition, Fort Collins, Colo., 432–437.
Tsai, R. Y. (1987). “A versatile camera calibration technique for high-accuracy 3D machine vision metrology using off-the-shelf TV cameras and lenses.” IEEE J. Rob. Autom., 3(4), 323–344.
Whiteman, T., Lichti, D. D., and Chandler, I. (2002). “Measurement of deflections in concrete beams by close-range digital photogrammetry.” Proc., Joint Int. Symp. on Geospatial Theory, Processing, and Applications (CD-ROM), Ottawa, Canada.
Yoshida, J., Abe, M., Kumano, S., and Fujino, Y. (2003). “Construction of a measurement system for the dynamic behaviors of membrane by using image processing.” Proc., Structural Membrane Int. Conf. on Textile Composites and Inflatable Structures, Barcelona, Spain.
Zhang, Z. (1998). “A flexible new technique for camera calibration.” Technical Rep. MSR-TR-98-71, Microsoft Research, Microsoft Corporation, Redmond, Wash.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 133Issue 6June 2007
Pages: 656 - 664

History

Received: Jul 26, 2005
Accepted: Sep 13, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

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Notes

Note. Associate Editor: Henri P. Gavin

Authors

Affiliations

C. C. Chang
Associate Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
Y. F. Ji
Ph.D. Candidate, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]

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