TECHNICAL PAPERS
Apr 1, 1995

Identification and Damage Detection of Trusses Using Modal Data

Publication: Journal of Structural Engineering
Volume 121, Issue 4

Abstract

A method for identifying the element properties of a truss is developed in this paper. The measured natural frequencies and modal shapes of the truss are used in the identification process. The finite-element method is used to formulate the eigenequation of the truss. The identification problem is then formulated as an optimization program in which the error norm of the eigenequation is minimized. It is shown that given sufficient modal data, the element properties can be directly attained without iterations. Further, the solution is unique and global minimal. The identifiability of the inverse problem is then studied in depth. The perturbation method is adopted to investigate the influence of measurement errors on the identification results. A numerical example is presented to demonstrate the effectiveness of the proposed method in property identification and damage detection.

Get full access to this article

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

References

1.
Agbabian, M. S., Masri, S. F., Miller, R. K., and Caughey, T. K.(1991). “System identification approach to detection of structural changes.”J. Engrg. Mech., ASCE, 117(2), 370–390.
2.
Berman, A., and Nagy, E. J.(1983). “Improvement of a large analytical model using test data.”AIAA J., 21(8), 1168–1173.
3.
Baruch, M., and Bar-Itzhack, I. Y.(1978). “Optimal weighted orthogonalization of measured modes.”AIAA J., 16(4), 346–351.
4.
Chen, J.-C., and Garba, J. A.(1988). “On orbit damage assessment for large space structures.”AIAA J., 26(9), 1119–1126.
5.
Hajela, P., and Soeiro, F. J.(1990). “Structural damage detection based on static and modal analysis.”AIAA J., 28(6), 1110–1115.
6.
Hoshiya, M., and Saito, E.(1984). “Structural identification by extended Kalman filter.”J. Engrg. Mech., ASCE, 110(12), 1757–1770.
7.
Hoshiya, M., and Maruyama, O.(1991). “Adaptive identification of autoregressive processes.”J. Engrg. Mech., ASCE, 117(7), 1442–1454.
8.
Kabe, A. M.(1985). “Stiffness matrix adjustment using mode data.”AIAA J., 23(9), 1431–1436.
9.
Kammer, D. C.(1987). “Optimum approximation for residual stiffness in linear system identification.”AIAA J., 26(1), 104–110.
10.
Lin, C. C., Soong, T. T., and Natke, H. G.(1990). “Real-time system identification of degrading structures.”J. Engrg. Mech., ASCE, 116(10), 2258–2274.
11.
Liu, W. K., Belytschko, T., and Mani, A. (1986). “Random field finite elements.”Int. J. Numerical Methods in Engrg., Vol. 23, 1831–1845.
12.
Sanayei, M., and Onipede, O.(1991). “Damage assessment of structures using static test data.”AIAA J., 29(7), 1174–1179.
13.
Sanayei, M., and Scampoli, S. F.(1991). “Structural element stiffness identification from static test data.”J. Engrg. Mech., ASCE, 117(5), 1021–1036.
14.
Shinozuka, M., Yun, C.-B., and Imai, H.(1982). “Identification of linear structural dynamic systems.”J. Engrg. Mech., ASCE, 108(6), 1371–1390.
15.
Smith, S. W., and Beattie, C. A.(1991). “Secant-method adjustment using mode data.”AIAA J., 29(1), 119–126.
16.
Yun, C.-B., and Shinozuka, M.(1980). “Identification of nonlinear structural dynamic systems.”J. Struct. Mech., ASCE, 8(2), 187–203.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 4April 1995
Pages: 599 - 608

History

Published online: Apr 1, 1995
Published in print: Apr 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Pei-Ling Liu, Member, ASCE
Assoc. Prof., Inst. of Appl. Mech., Nat. Taiwan Univ., Taipei, Taiwan, R.O.C.

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