Time-frequency analysis and applications in time-varying/nonlinear structural systems: A state-of-the-art review

被引:33
作者
Wang, Zuo-Cai [1 ,2 ]
Ren, Wei-Xin [1 ,2 ]
Chen, Genda [3 ]
机构
[1] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Anhui, Peoples R China
[2] Hefei Univ Technol, New Theory & Technol Res Platform Bridge Struct S, Hefei, Anhui, Peoples R China
[3] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO USA
基金
中国国家自然科学基金; 国家重点研发计划; 美国国家科学基金会;
关键词
dynamic response; Hilbert transform; nonlinearity; time-frequency; time-varying; wavelet analysis; EMPIRICAL MODE DECOMPOSITION; HILBERT-HUANG TRANSFORM; DAMAGE DETECTION; PARAMETER-IDENTIFICATION; WAVELET TRANSFORMS; VIBRATION ANALYSIS; CRACK IDENTIFICATION; NATURAL FREQUENCIES; SPECTRAL-ANALYSIS; FORCED VIBRATION;
D O I
10.1177/1369433217751969
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:1562 / 1584
页数:23
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