Time-varying system identification using variational mode decomposition

被引:85
作者
Ni, Pinghe [1 ,2 ]
Li, Jun [1 ]
Hao, Hong [1 ]
Xia, Yong [2 ]
Wang, Xiangyu [3 ]
Lee, Jae-Myung [4 ]
Jung, Kwang-Hyo [4 ]
机构
[1] Curtin Univ, Sch Civil & Mech Engn, Ctr Infrastruct Monitoring & Protect, Bentley, WA 6102, Australia
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[3] Curtin Univ, Sch Built Environm, Australasian Joint Res Ctr Bldg Informat, Bentley, WA, Australia
[4] Pusan Natl Univ, Dept Naval Architecture & Ocean Engn, Busan, South Korea
基金
新加坡国家研究基金会; 澳大利亚研究理事会;
关键词
bridge-vehicle system; instantaneous frequency; modal identification; time-varying systems; variational mode decomposition; EIGENSYSTEM REALIZATION-ALGORITHM; UNCERTAINTY QUANTIFICATION; PARAMETER-IDENTIFICATION; DYNAMICAL-SYSTEMS; HILBERT TRANSFORM; BAYESIAN-APPROACH; BRIDGE; EMD;
D O I
10.1002/stc.2175
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new time-varying system identification approach is proposed in this paper by using variational mode decomposition. The newly developed variational mode decomposition technique can decompose the measured responses into a limited number of intrinsic mode functions, and the instantaneous frequencies of time-varying systems are identified by the Hilbert transform of each intrinsic mode function. Numerical and experimental verifications are conducted to demonstrate the effectiveness and accuracy of using the proposed approach for time-varying system identification, that is, to obtain the instantaneous frequency. Numerical studies on a structural system with time-varying stiffness are conducted. Experimental validations on analyzing the measured vibration data in the laboratory from a steel frame structure and a time-varying bridge-vehicle system are also conducted. The results from the presented technique are compared with those from empirical mode decomposition-based methods, which verify that the developed approach can identify the instantaneous frequencies with a better accuracy.
引用
收藏
页数:20
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