Damage detection for shear structures based on wavelet spectral transmissibility matrices under nonstationary stochastic excitation

被引:14
作者
Luo, Jun [1 ]
Liu, Gang [1 ,2 ]
Huang, Zongming [1 ,2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
关键词
damage identification; wavelet spectral transmissibility function; constraint linear least square method; nonstationary stochastic excitation; shear frame structure; HEALTH MONITORING METHODOLOGY; EXPERIMENTAL VALIDATION; IDENTIFICATION; VIBRATION; MODEL;
D O I
10.1002/stc.1862
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new method of spectral transmissibility function extraction and damage detection for shear frame structures under nonstationary stochastic excitation is proposed. A new concept named wavelet spectral transmissibility function is proposed as damage feature. It is demonstrated that the wavelet spectral transmissibility function can characterize the structure while closing to the natural frequencies of the structure. Subsequence, the singular value decomposition of wavelet spectral transmissibility matrices with different references is proposed as an identification method of natural frequencies, and wavelet spectral transmissibility functions between two neighborhood measurement points at the natural frequencies under nonstationary stochastic excitation. At last, a new damage indicator is developed to locate and quantify the damage of shear frame structure, based on the wavelet spectral transmissibility functions and constraint linear least square method. A numerical model and a lab-scale frame structure successfully verify the validity of the proposed algorithm. Copyright (C) 2016 John Wiley & Sons, Ltd.
引用
收藏
页数:17
相关论文
共 28 条
[1]   Operational modal analysis using SVD of power spectral density transmissibility matrices [J].
Araujo, Ivan Gomez ;
Laier, Jose Elias .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2014, 46 (01) :129-145
[2]  
Chen Q., 1994, P INT C VIBR ENG 1
[3]   Application of an impulse response wavelet to fault diagnosis of rolling bearings [J].
Cheng Junsheng ;
Yu Dejie ;
Yang Yu .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2007, 21 (02) :920-929
[4]   Damage localization using transmissibility functions: A critical review [J].
Chesne, Simon ;
Deraemaeker, Arnaud .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2013, 38 (02) :569-584
[5]   Structural damage identification in laminated structures using FRF data [J].
dos Santos, JVA ;
Soares, CMM ;
Soares, CAM ;
Maia, NMM .
COMPOSITE STRUCTURES, 2005, 67 (02) :239-249
[6]  
Farrar Charles R, 2012, Structural health monitoring: a machine learning perspective
[7]   On the turbulence structure in the stable boundary layer over the Greenland ice sheet [J].
Forrer, J ;
Rotach, MW .
BOUNDARY-LAYER METEOROLOGY, 1997, 85 (01) :111-136
[8]   Damage identification in a lightly reinforced concrete beam based on changes in the power spectral density [J].
Kumar, Rathish P. ;
Oshima, T. ;
Mikami, S. ;
Miyamori, Y. ;
Yamazaki, T. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2012, 8 (08) :715-727
[9]   Identification of modal parameters using the wavelet transform [J].
Lardies, J ;
Gouttebroze, S .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2002, 44 (11) :2263-2283
[10]   Non-stationary random ground vibration due to loads moving along a railway track [J].
Lu, Feng ;
Gao, Qiang ;
Lin, J. H. ;
Williams, F. W. .
JOURNAL OF SOUND AND VIBRATION, 2006, 298 (1-2) :30-42