期刊
JOURNAL OF VIBROENGINEERING
卷 18, 期 5, 页码 3164-3185出版社
JVE INT LTD
DOI: 10.21595/jve.2016.17220
关键词
modal parameters identification; time-frequency algorithms; wavelet transform; synchrosqueezing transform; civil structures; dynamic excitation sources
资金
- Mexican Council of Science and Technology (CONACyT) [289377]
A major trust of modal parameters identification (MPI) research in recent years has been based on using artificial and natural vibrations sources because vibration measurements can reflect the true dynamic behavior of a structure while analytical prediction methods, such as finite element models, are less accurate due to the numerous structural idealizations and uncertainties involved in the simulations. This paper presents a state-of-the-art review of the time-frequency techniques for modal parameters identification of civil structures from acquired dynamic signals as well as the factors that affect the estimation accuracy. Further, the latest signal processing techniques proposed since 2012 are also reviewed. These algorithms are worth being researched for MPI of large real-life structures because they provide good time-frequency resolution and noise-immunity.
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