TECHNICAL PAPERS
Oct 1, 2006

Force Identification Based on Sensitivity in Time Domain

Publication: Journal of Engineering Mechanics
Volume 132, Issue 10

Abstract

A new method is proposed for identifying the time history of the input excitation using the dynamic response of the structure. The sensitivities of dynamic response with respect to the parameters of the input force are calculated in the time domain. These sensitivities are used to update the parameters of the identified force(s) iteratively in the inverse analysis. Both sinusoidal excitation and impulsive force are used in the simulation study. Three numerical examples show that the proposed method is effective and highly accurate in identifying the force(s). Both the effects of measurement noise and modeling error of the structure are found negligible on the accuracy of the identified force in the studies. The proposed method is further verified with laboratory measurements from a steel bar under sinusoidal excitation with very good results.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgment

The work described in this paper was supported by a research grant from the Hong Kong Polytechnic University.

References

Briggs, J. C., and Tse, M. K. (1992). “Impact force identification using extracted modal parameters and pattern matching.” Int. J. Impact Eng., 12, 361–372.
Chan, T. H. T., Law, S. S., Yung, T. H., and Yuan, X. R. (1998). “An interpretive method for moving force identification.” J. Sound Vib., 219, 503–524.
Doyle, J. F. (1994). “A genetic algorithm for determining the location of structural impacts.” Exp. Mech., 34, 37–44.
Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer Academic, Dordrecht, The Netherlands.
Henchi, K., Fafard, M., Talbot, M., and Fhatt, G. (1988). “An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach.” J. Sound Vib., 212, 663–683.
Law, S. S., Chan, T. H. T., and Zeng, Q. H. (1997). “Moving force identification: A time domain method.” J. Sound Vib., 201, 1–22.
Law, S. S., Chan, T. H. T., and Zeng, Q. H. (1999). “Moving force identification: A frequency and time domains analysis.” ASME J. Dyn. Syst., Meas., Control, 12, 394–401.
Law, S. S., and Fang, Y. L. (2001). “Moving force identification: Optimal state estimation approach.” J. Sound Vib., 239, 233–254.
Newmark, N. W. (1959). “A method of computation for structural dynamics.” J. Eng. Mech. Div., Am. Soc. Civ. Eng., 85(3), 67–94.
Peters, R. J. (1984). “A system to obtain vehicle axle weights.” Proc., 12th ARRB Conf., Vol. 12, Part 1, 10–18.
Peters, R. J. (1986). “An unmanned and undetectable highway speed vehicle weighting system.” Proc., 13th ARRB and 5th REAAA Combined Conf., Part 6, 70–83.
Tikhonov, A. M. (1963). “On the solution of ill-posed problems and the method of regularization.” Sov. Math. Dokl., 4, 1035–1038.
Williams, D., and Jones, R. P. N. (1948). “Dynamic loads in aeroplanes under given impulsive loads with particular reference to landing and gust loads on a large flying boat.” TR#2221, Aeronautic Research Council.
Yang, Y. B., and Yau, J. D. (1997). “Vehicle-bridge interaction element for dynamic analysis,” J. Struct. Eng., 123(11), 1512–1518.
Zhu, X. Q., and Law, S. S. (2002). “Moving loads identification through regularization.” J. Eng. Mech., 128(9), 989–1000.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 132Issue 10October 2006
Pages: 1050 - 1056

History

Received: May 7, 2004
Accepted: Jan 18, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Raimondo Betti

Authors

Affiliations

Z. R. Lu
Ph.D. Student, Civil and Structural Engineering Dept., Hong Kong Polytechnic Univ., Hunghom, Kowloon, Hong Kong, People’s Republic of China.
S. S. Law
Associate Professor, Civil and Structural Engineering Dept., Hong Kong Polytechnic Univ., Hunghom, Kowloon, Hong Kong, People’s Republic of China (corresponding author). E-mail: cesslaw@ polyu.edu.hk

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share