Time-frequency domain modal parameter estimation of time-varying structures using a two-step least square estimator

Si Da Zhou*, Ward Heylen, Paul Sas, Li Liu

*Corresponding author for this work

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Abstract

Under natural stochastic excitations, responses of time-varying structures are always nonstationary stochastic signals, of which spectra change with time. This paper studies the time-dependent power spectrum density based on timefrequency analysis. Based on the time-dependent power spectrum density, a mathematical model of the time-frequency-domain two-step least square modal parameter estimator for time-varying structures is presented. In the first-step estimation, the modal parameters at each time instant are estimated using the least square complex frequency-domain method. Furthermore, the estimated modal parameters are sifted and sorted. Based on the sifted and sorted modal parameters, the time-varying resonance frequency, damping ratio and operational mode shapes are estimated in the second-step estimation. A numerical simulation example and a group of experiments validate this two-step least square modal parameter estimator for time-varying structures.

Original languageEnglish
Title of host publicationTopics in Modal Analysis I - Proceedings of the 30th IMAC, A Conference on Structural Dynamics, 2012
Pages65-75
Number of pages11
DOIs
Publication statusPublished - 2012
Event30th IMAC, A Conference on Structural Dynamics, 2012 - Jacksonville, FL, United States
Duration: 30 Jan 20122 Feb 2012

Publication series

NameConference Proceedings of the Society for Experimental Mechanics Series
Volume5
ISSN (Print)2191-5644
ISSN (Electronic)2191-5652

Conference

Conference30th IMAC, A Conference on Structural Dynamics, 2012
Country/TerritoryUnited States
CityJacksonville, FL
Period30/01/122/02/12

Keywords

  • Modal parameter estimation
  • Time-frequency analysis
  • Time-varying structure
  • Two-step least square

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Zhou, S. D., Heylen, W., Sas, P., & Liu, L. (2012). Time-frequency domain modal parameter estimation of time-varying structures using a two-step least square estimator. In Topics in Modal Analysis I - Proceedings of the 30th IMAC, A Conference on Structural Dynamics, 2012 (pp. 65-75). (Conference Proceedings of the Society for Experimental Mechanics Series; Vol. 5). https://doi.org/10.1007/978-1-4614-2425-3_8