EEMD-HT transform for identifying modal parameters of fixed offshore jacket platforms using vibration response measurement
Author:
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13349-020-00422-3.pdf
Reference25 articles.
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3. Tong H (1990) Nonlinear time series analysis. Oxford University Press, New York
4. Flandrin P, Goncalves P (2004) Empirical mode decompositions as data-driven wavelet-like expansions. Proc Int J Wavel Multiresol Inform 2:477–496
5. Trung NT (2019) Application of Hilbert Huang transform to identify the natural frequencies of steel frame. J STCE NUCE 13(2):64–73
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