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contributor authorA. N. Robertson
contributor authorK. F. Alvin
contributor authorK. C. Park
date accessioned2017-05-08T23:58:32Z
date available2017-05-08T23:58:32Z
date copyrightJanuary, 1998
date issued1998
identifier issn1048-9002
identifier otherJVACEK-28842#261_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121522
description abstractThis paper addresses the use of discrete wavelet transforms for the identification of structural dynamics models. First, the discrete temporal impulse response functions are obtained from vibration records by the discrete wavelet transform (DWT). They are then utilized for system realizations. From the realized state space models, structural modes, mode shapes and damping parameters are extracted. Attention has been focused on a careful comparison of the present DWT system identification approach to the FFT-based approach. Numerical examples demonstrate that the present DWT-based structural system identification procedure is a serious alternative to the FFT-based procedure, and outperforms FFT methods for narrow frequency-band inputs.
publisherThe American Society of Mechanical Engineers (ASME)
titleIdentification of Structural Dynamics Models Using Wavelet-Generated Impulse Response Data
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2893815
journal fristpage261
journal lastpage266
identifier eissn1528-8927
keywordsStructural dynamics
keywordsImpulse (Physics)
keywordsWavelets
keywordsDiscrete wavelet transforms
keywordsFunctions
keywordsShapes
keywordsDamping
keywordsVibration AND Electromagnetic spectrum
treeJournal of Vibration and Acoustics:;1998:;volume( 120 ):;issue: 001
contenttypeFulltext


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