High-order, closely-spaced modal parameter estimation using wavelet analysis

被引:7
作者
Le, Thai-Hoa [1 ,2 ]
Caracoglia, Luca [1 ]
机构
[1] Northeastern Univ, Dept Civil & Environm Engn, Boston, MA 02115 USA
[2] Vietnam Natl Univ, Dept Engn Mech & Automat, Hanoi, Vietnam
关键词
output-only system identification; modal parameter estimation; wavelet transform; high-order and closely-spaced modes; steel building; time-frequency resolution analysis; narrowband filtering; broadband filtering; IDENTIFICATION; TRANSFORM;
D O I
10.12989/sem.2015.56.3.423
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study examines the wavelet transform for output-only system identification of ambient excited engineering structures with emphasis on its utilization for modal parameter estimation of high-order and closely-spaced modes. Sophisticated time-frequency resolution analysis has been carried out by employing the modified complex Morlet wavelet function for better adaption and flexibility of the time-frequency resolution to extract two closely-spaced frequencies. Furthermore, bandwidth refinement techniques such as a bandwidth resolution adaptation, a broadband filtering technique and a narrowband filtering one have been proposed in the study for the special treatments of high-order and closely-spaced modal parameter estimation. Ambient responses of a 5-story steel frame building have been used in the numerical example, using the proposed bandwidth refinement techniques, for estimating the modal parameters of the high-order and closely-spaced modes. The first five natural frequencies and damping ratios of the structure have been estimated; furthermore, the comparison among the various proposed bandwidth refinement techniques has also been examined.
引用
收藏
页码:423 / 442
页数:20
相关论文
共 16 条
[1]  
[Anonymous], 1992, CBMS-NSF Reg. Conf. Ser. in Appl. Math
[2]  
Brincker R, 2001, P INT MOD AN C IMAC, P698
[3]   Experimental comparison of the dynamic performance for steel, aluminum and glass-fiber-reinforced-polymer light poles [J].
Caracoglia, Luca ;
Velazquez, Antonio .
ENGINEERING STRUCTURES, 2008, 30 (04) :1113-1123
[4]  
Chen S.L., 2008, SOUND VIB, V323, P130
[5]   Wavelet transforms for system identification in civil engineering [J].
Kijewski, T ;
Kareem, A .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2003, 18 (05) :339-355
[6]  
Kuroiwa T., 2007, P WORLD FOR SMART MA
[7]  
Ladies J., 2002, INT J MECH SCI, V44, P2263
[8]   Measurements of dynamic properties of a medium span suspension bridge by using the wavelet transforms [J].
Meo, M ;
Zumpano, G ;
Meng, XL ;
Cosser, E ;
Roberts, G ;
Dodson, A .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2006, 20 (05) :1112-1133
[9]   A comparison study of improved Hilbert-Huang transform and wavelet transform: Application to fault diagnosis for rolling bearing [J].
Peng, ZK ;
Tse, PW ;
Chu, FL .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2005, 19 (05) :974-988
[10]   Natural frequencies and dampings identification using wavelet transform: Application to real data [J].
Ruzzene, M ;
Fasana, A ;
Garibaldi, L ;
Piombo, B .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1997, 11 (02) :207-218