Time-Frequency Analysis and Applications in Time-Varying/Nonlinear Structural Systems: A State-of-the-Art Review
Nonlinear dynamic behaviors of civil engineering structures have been observed not only under extreme loads but also during normal operations. Characterization of the time-varying property or nonlinearity of the structures must account for temporal evolution of the frequency and amplitude contents of nonstationary vibration responses. Neither time analysis nor frequency analysis method alone can fully describe the nonstationary characteristics. In this article, an attempt is made to review the milestone developments of time-frequency analysis in the past few decades and summarize the fundamental principles and structural engineering applications of wavelet analysis and Hilbert transform analysis in system identification, damage detection, and nonlinear modeling. This article is concluded with a brief discussion on challenges and future research directions with the application of time-frequency analysis in structural engineering.
Z. Wang et al., "Time-Frequency Analysis and Applications in Time-Varying/Nonlinear Structural Systems: A State-of-the-Art Review," Advances in Structural Engineering, vol. 21, no. 10, pp. 1562-1584, SAGE Publications, Jul 2018.
The definitive version is available at https://doi.org/10.1177/1369433217751969
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Damage detection; Dynamic response; Wavelet analysis; Wavelet transforms; Civil engineering structures; Future research directions; Hilbert transform; Non-stationary characteristics; Nonlinear dynamic behaviors; Nonlinearity; State-of-the art reviews; Time varying; Structural analysis; Time-varying; Time-frequency
International Standard Serial Number (ISSN)
Article - Journal
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