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Linear System Response by DFT: Analysis of a Recent Modified Method

Hall, John F. and Beck, James L. (1993) Linear System Response by DFT: Analysis of a Recent Modified Method. Earthquake Engineering and Structural Dynamics, 22 (7). pp. 599-615. ISSN 0098-8847. http://resolver.caltech.edu/CaltechAUTHORS:20120830-153213661

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Abstract

An analysis of a recent modified frequency-domain procedure for computing the response of linear systems using the fast Fourier transform (FFT) algorithm is described. This modified procedure eliminates the appended free-vibration interval that is used in the standard approach. The duration of the period of computation still needs to be longer than that of the response interval of interest, but only slightly. Reducing the period of computation lowers the number of frequencies at which the transfer function needs to be defined. The major drawback of the method is a high sensitivity to errors in the computed values of the transfer function, which reduces the role of interpolation in the transfer function definition. The modified method is related to the discrete Laplace transform.


Item Type:Article
Related URLs:
URLURL TypeDescription
http://dx.doi.org/10.1002/eqe.4290220705DOIUNSPECIFIED
http://onlinelibrary.wiley.com/doi/10.1002/eqe.4290220705/abstractPublisherUNSPECIFIED
Additional Information:Copyright © 1993 John Wiley & Sons. Manuscript Revised: 17 NOV 1992; Manuscript Received: 24 MAR 1992. The authors thank E. Kausel, J. L. Humar and B. Weber for pre-publication copies of their papers. E. Kausel made valuable comments including the sensitivity problem with interpolation error.
Record Number:CaltechAUTHORS:20120830-153213661
Persistent URL:http://resolver.caltech.edu/CaltechAUTHORS:20120830-153213661
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:33727
Collection:CaltechAUTHORS
Deposited By: Carmen Nemer-Sirois
Deposited On:05 Sep 2012 22:56
Last Modified:05 Sep 2012 22:56

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