An approach for structural response reconstruction in a substructure using the unit impulse response function in the wavelet domain is presented. The forces at the interface degrees-of-freedom are taken as input excitations on the substructure. The response reconstruction is conducted by transforming the measured responses into responses at other selected locations. The response reconstruction using the proposed wavelet domain method is then compared with that from an existing frequency domain method. Numerical studies on a seven-story plane frame structure are carried out to investigate the accuracy and effectiveness of the proposed method, and the effects of influencing parameters such as the number of sampled data, sampling rate, sensor numbers, and measurement noise are studied.
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e-mail: cesslaw@polyu.edu.hk
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July 2011
Research Papers
Substructural Response Reconstruction in Wavelet Domain
S. S. Law
S. S. Law
Professor
Department of Civil and Structural Engineering,
e-mail: cesslaw@polyu.edu.hk
Hong Kong Polytechnic University
, Hunghom, Kowloon, Hong Kong SAR
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J. Li
Ph.D. Candidate
S. S. Law
Professor
Department of Civil and Structural Engineering,
Hong Kong Polytechnic University
, Hunghom, Kowloon, Hong Kong SARe-mail: cesslaw@polyu.edu.hk
J. Appl. Mech. Jul 2011, 78(4): 041010 (10 pages)
Published Online: April 13, 2011
Article history
Received:
June 10, 2010
Revised:
October 17, 2010
Posted:
March 2, 2011
Published:
April 13, 2011
Online:
April 13, 2011
Citation
Li, J., and Law, S. S. (April 13, 2011). "Substructural Response Reconstruction in Wavelet Domain." ASME. J. Appl. Mech. July 2011; 78(4): 041010. https://doi.org/10.1115/1.4003738
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