Modal parameter estimation based on the wavelet transform of output data

被引:57
作者
Lardies, J [1 ]
Ta, MN [1 ]
Berthillier, M [1 ]
机构
[1] Univ Franche Comte Appl Mech, Lab R Chaleat, UMR 6604, F-25000 Besancon, France
关键词
wavelet transform; modal parameters; ambient vibration transform entropy; random decrement technique;
D O I
10.1007/s00419-004-0329-6
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The paper presents the results of the research on modal parameter estimation based alone on output measurements. A system is excited randomly and random decrement functions are used to separate the random responses from the determination free vibrations. It is shown that on estimation of the natural frequencies and damping ratios of the system is possible using the wavelet transform of the system's free response. A particular form of the son wavelet function improves the results compared to those obtained with the Morlet wavelet function. An optimal son wavelet function is obtained by minimisation of the wavelet transform entropy. The accuracy of this new technique is confirmed in a numerical example and by applying it to ambient vibration measurements of a bridge excited by traffic.
引用
收藏
页码:718 / 733
页数:16
相关论文
共 10 条
[1]  
Chui C. K., 1992, An introduction to wavelets, V1
[2]  
FASANA A, 1998, 3 INT C AC SURV METH, V1, P9
[3]   Identification of a dynamic system using ambient vibration measurements [J].
Feng, MQ ;
Kim, JM ;
Xue, H .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1998, 65 (04) :1010-1021
[4]   RANDOM DECREMENT TECHNIQUE FOR MODAL IDENTIFICATION OF STRUCTURES [J].
IBRAHIM, SR .
JOURNAL OF SPACECRAFT AND ROCKETS, 1977, 14 (11) :696-700
[5]   Dynamic system parameter identification by stochastic realization methods [J].
Lardies, J ;
Larbi, N .
JOURNAL OF VIBRATION AND CONTROL, 2001, 7 (05) :711-728
[6]  
Peeters B, 2001, EARTHQUAKE ENG STRUC, V30, P149, DOI 10.1002/1096-9845(200102)30:2<149::AID-EQE1>3.0.CO
[7]  
2-Z
[8]  
Spataru A., 1987, FONDEMENTS THEORIE T
[10]  
Torresani B, 1995, ANAL CONTINUE ONDELE