Moving window variable step-size EASI based operational modal parameter identification for slow linear time-varying structure

被引:0
|
作者
Huang H. [1 ]
Wang C. [1 ]
Li H. [1 ]
Lai X. [2 ]
Gou J. [1 ]
Zhang H. [1 ]
机构
[1] College of Computer Science and Technology, Huaqiao University, Xiamen
[2] College of Mechanical Engineering and Automation, Huaqiao University, Xiamen
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Equivariant adaptive separation via independence; Moving window; Operational modal parameter identification; Slow linear time-varying structure; Variable-step;
D O I
10.13196/j.cims.2021.01.017
中图分类号
学科分类号
摘要
To identify the transient and time-varying modal parameters of Slow Linear Time-Varying (SLTV) structures with weakly damped online only from non-stationary vibration response signals, a Moving Window Variable step-size Equivariant Adaptive Separation via Independence (MWVEASI) based operational modal identification method was proposed. Through the fixed length window technique in MWVEASI, non-stationary vibration response signals could approximately be seen as stationary random time series in each window and SLTV structures could approximately be seen as multiple linear time-invariant structures. In each window, the variable step-size EASI algorithm was used to estimate the modal shapes and natural frequencies as the transient modal parameters at the middle moment. The whole time period time-varying modal parameters of the SLTV structure were obtained through moving the window. The identification results on simulation data of the three-degree-freedom spring oscillator structure with slow time-varying mass showed that two different MWVEASI methods could well identify the modal shapes and natural frequencies of SLTV structures. Compared with moving window fixed-step EASI and variable-step EASI, MWVEASI had better tracking time-varying characteristics, higher recognition accuracy and faster convergence. © 2021, Editorial Department of CIMS. All right reserved.
引用
收藏
页码:182 / 191
页数:9
相关论文
共 27 条
  • [1] LACANNA G, RIPEPE M, COLI M, Et al., Full structural dynamic response from ambient vibration of Giotto's bell tower in Firenze(Italy), using modal analysis and seismic interferometry, NDT & E International, 102, pp. 9-15, (2019)
  • [2] BRANDT A, BERARDENGO M, MANZONI S, Et al., Global scaling of operational modal analysis modes with the OMAH method, Mechanical Systems & Signal Processing, 117, pp. 52-64, (2019)
  • [3] ALAMDARI M M, KILDASHTI K, SAMALI B, Et al., Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge, Engineering Structures, 185, pp. 1-14, (2019)
  • [4] YANG Yiqing, YU Yu, Design of damped milling cutter based on two-DOF passive damper, Computer Integrated Manufacturing Systems, 22, 11, pp. 2588-2593, (2016)
  • [5] DUAN Mingde, LI Yan, FENG Haoliang, Et al., Multi-objective optimization on saddle structure parameters of high-speed precision CNC lathe, Computer Integrated Manufacturing Systems, 21, 11, pp. 2929-2936, (2015)
  • [6] YAO Yanchun, ZHAO Xueyan, DU Yuefeng, Et al., Operating modal analysis and test of harvester induced by mass-varying process, Transactions of the Chinese Society of Agricultural Engineering, 34, 9, pp. 83-94, (2018)
  • [7] ZHAO Rui, YU Kaiping, HULBERT G M., Time discontinuous finite element method for transient response analysis of linear time-varying structures, Meccanica, 53, 4-5, pp. 703-726, (2018)
  • [8] MA Zhisai, DING Qian, LIU Li, Et al., Research progress on time-domain modal parameter estimation methods for linear time-varying structures, Journal of Mechanical Engineering, 54, 23, pp. 137-159, (2018)
  • [9] ZHOU Sida, MA Yuanchen, LIU Li, Et al., Output-only modal parameter estimator of linear time-varying structural systems based on vector TAR model and least squares support vector machine, Mechanical Systems and Signal Processing, 98, pp. 722-755, (2018)
  • [10] YU Lei, LIU Li, MA Zhisai, Et al., Modal parameter estimation of time-varying structures using GSC-TARMA models based on vector vibration response measurements, Journal of Mechanical Engineering, 35, 15, pp. 183-192, (2019)