Technical Papers
Mar 13, 2020

Tracking Dynamic Characteristics of Structures Using Output-Only Recursive Combined Subspace Identification Technique

Publication: Journal of Engineering Mechanics
Volume 146, Issue 5

Abstract

Identifying the dynamic characteristics of structures under ambient conditions is very important for heath monitoring and damage assessment. In this study, an output-only recursive combined subspace identification technique is proposed for tracking the modal parameters of a time-varying structure under unknown and unmeasured nonstationary input. The technique consists of two parts: initial input estimation and online tracking. For initial input estimation, a short-duration input is first reconstructed through an iterative oblique projection and an orthogonal projection. The reconstructed input and the measured output are then used to form a cross-correlation matrix for initial estimation of modal parameters. An orthogonal projection and an instrumental variable approach are then incorporated in order to eliminate the effects of nonstationary input and measurement noise, respectively. A bi-iteration subspace tracker is applied to extract the unknown input and the structural modal parameters. The proposed technique was validated numerically on a four-degree-of-freedom structure and experimentally on a three-degree-of-freedom building model. Both results showed that the proposed technique can simultaneously reconstruct the unknown input and track the time-varying structural modal parameters using only output measurements.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated during the study are proprietary in nature and may only be provided with restrictions.

Acknowledgments

This study was supported by the Hong Kong Research Grants Council Competitive Earmarked Research Grant No. 611112.

References

Akaike, H. 1975. “Markovian representation of stochastic processes by canonical variables.” SIAM J. Control 13 (1): 162–173. https://doi.org/10.1137/0313010.
Alicioğlu, B., and H. Luş. 2008. “Ambient vibration analysis with subspace methods and automated model selection: Case studies.” J. Struct. Eng. 134 (6): 1016–1029. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(1016).
Bapat, R. B., S. J. Kirkland, K. M. Prasad, and S. Puntanen. 2013. Combinatorial matrix theory and generalized inverses of matrices. New York: Springer Science and Business Media.
Chen, J., and J. Li. 2004. “Simultaneous identification of structural parameters and input time history from output-only measurements.” Comput. Mech. 33 (5): 365–374. https://doi.org/10.1007/s00466-003-0538-9.
Fassois, S. D. 2001. “MIMO LMS-ARMAX identification of vibrating structures—Part I: The method.” Mech. Syst. Signal Process. 15 (4): 723–735. https://doi.org/10.1006/mssp.2000.1382.
Hong, A. L., B. Raimondo, and C. Lin. 2009. “Identification of dynamic models of a building structure using multiple earthquake records.” Struct. Control Health Monit. 16 (2): 178–199. https://doi.org/10.1002/stc.289.
Huang, C. S., S. L. Hung, W. C. Su, and C. L. Wu. 2009. “Identification of time-variant modal parameters using time-varying autoregressive with exogenous input and low-order polynomial function.” Comput.-Aided Civ. Infrastruct. Eng. 24 (7): 470–491. https://doi.org/10.1111/j.1467-8667.2009.00605.x.
Juang, J. N., J. E. Cooper, and J. R. Wright. 1988. “An eigensystem realization algorithm using data correlations (ERA/DC) for modal parameter identification.” Control Theory Adv. Technol. 4 (1): 5–14.
Juang, J. N., and R. S. Pappa. 1985. “An eigensystem realization algorithm for modal parameter identification and model reduction.” J. Guidance Control Dyn. 8 (5): 620–627. https://doi.org/10.2514/3.20031.
Juang, J. N., M. Phan, L. G. Horta, and R. W. Longman. 1993. “Identification of observer Kalman/filter Markov parameters-theory and experiments.” J. Guidance Control Dyn. 16 (2): 320–329. https://doi.org/10.2514/3.21006.
Li, Z., and C. C. Chang. 2012. “Tracking of structural dynamic characteristics using recursive stochastic subspace identification and instrumental variable technique.” J. Eng. Mech. 138 (6): 591–600. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000370.
Lin, C. S., and D. Y. Chiang. 2013. “Modal identification from nonstationary ambient response data using extended random decrement algorithm.” Comput. Struct. 119 (Apr): 104–114. https://doi.org/10.1016/j.compstruc.2013.01.010.
Ljung, L. 1999. System identification: Theory for the user. 2nd ed. Upper Saddle River, NJ: Prentice Hall.
Ljung, L., and S. Gunnarsson. 1990. “Adaptation and tracking in system identification—A survey.” Automatica 26 (1): 7–21. https://doi.org/10.1016/0005-1098(90)90154-A.
Loh, C. H., C. Y. Lin, and C. C. Huang. 2000. “Time domain identification of frames under earthquake loadings.” J. Eng. Mech. 126 (7): 693–703. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:7(693).
Lus, H., R. Betti, and R. W. Longman. 1999. “Identification of linear structural systems using earthquake-induced vibration data.” Earthquake Eng. Struct. Dyn. 28 (11): 1449–1467. https://doi.org/10.1002/(SICI)1096-9845(199911)28:11%3C1449::AID-EQE881%3E3.0.CO;2-5.
Manolakis, D. G., V. K. Ingle, and S. M. Kogon. 2000. Statistical and adaptive signal processing: Spectral estimation, signal modeling, adaptive filtering and array processing. New York: McGraw-Hill.
Peeters, B., and G. De Roeck. 2001. “Stochastic system identification for operational modal analysis: A review.” J. Dyn. Syst. Meas. Contr. 123 (4): 659–667. https://doi.org/10.1115/1.1410370.
Rabiul, S. M. R., X. Huang, and D. Sharma. 2012. “Wavelet based denoising algorithm of the ECG signal corrupted by WGN and Poisson noise.” In Proc., Int. Symp. on Communications and Information Technologies, 165–168. New York: IEEE.
Shi, T., N. P. Jones, and J. H. Ellis. 2000. “Simultaneous estimation of system and input parameters from output measurements.” J. Eng. Mech. 126 (7): 746–753. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:7(746).
Strobach, P. 2008. “The fast householder Bi-SVD subspace tracking algorithm.” Signal Process. 88 (11): 2651–2661. https://doi.org/10.1016/j.sigpro.2008.05.004.
Su, W. C., C. Y. Liu, and C. S. Huang. 2014. “Identification of instantaneous modal parameter of time-varying systems via a wavelet-based approach and its application.” Comput.-Aided Civ. Infrastruct. Eng. 29 (4): 279–298. https://doi.org/10.1111/mice.12037.
Tangirala, A. K. 2014. Principle of system identification: Theory and practice. Boca Raton, FL: CRC Press.
Van Overschee, P., and B. De Moor. 1994. “N4SID-Subspace algorithms for the identification of combined deterministic-stochastic systems.” Automatica 30 (1): 75–93. https://doi.org/10.1016/0005-1098(94)90230-5.
Van Overschee, P., and B. De Moor. 1996. Subspace identification for linear systems: Theory–implementation–applications, 57–93. Boston: Kluwer Academic Publishers.
Wang, D., and A. Haldar. 1994. “Element-level system identification with unknown input.” J. Eng. Mech. 120 (1): 159–176. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:1(159).
Yu, D. J., and W. X. Ren. 2005. “EMD-based stochastic subspace identification of structures from operational vibration measurement.” Eng. Struct. 27 (12): 1741–1751. https://doi.org/10.1016/j.engstruct.2005.04.016.
Zhang, K., H. Li, Z. Duan, and S. S. Law. 2011. “A probabilistic damage identification approach for structures with uncertainties under unknown input.” Mech. Syst. Sig. Process. 25 (4): 1126–1145. https://doi.org/10.1016/j.ymssp.2010.10.017.
Zhong, K., and C. C. Chang. 2016. “Recursive combined subspace identification technique for tracking dynamic characteristics of structures under earthquake excitation.” J. Eng. Mech. 142 (12): 04016092. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001156.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 146Issue 5May 2020

History

Received: Jun 5, 2017
Accepted: Sep 24, 2019
Published online: Mar 13, 2020
Published in print: May 1, 2020
Discussion open until: Aug 13, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Kaihui Zhong [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong (corresponding author). Email: [email protected]
C. C. Chang, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. Email: [email protected]

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