Time history dynamic analysis of structures using filter banks and wavelet transforms

被引:38
作者
Salajegheh, E [1 ]
Heidari, A [1 ]
机构
[1] Univ Kerman, Dept Civil Engn, Kerman 7616914111, Iran
关键词
dynamic analysis; filter banks; wavelet transforms; time history analysis;
D O I
10.1016/j.compstruc.2004.08.008
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Dynamic analysis of structures is achieved by wavelet transforms and filter banks. The method reduces the computational burden of the large-scale dynamic analysis. A time history analysis is carried out for a seismic analysis. To reduce the computational work, fast wavelet transform is used. To compute fast wavelet transforms, the Mallat and the Shensa algorithms are used. These two methods are used for wavelet theory together with filter bank. The low and high pass filters are used for the decomposition of accelerogram ground acceleration into two parts. The first part contains the low frequency of the record, and the other contains the high frequency of the record. The low frequency content is the most important part; therefore this part of the record is used for dynamic analysis. A number of structures are analysed and the results are compared with dynamic analysis using the original earthquake record. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:53 / 68
页数:16
相关论文
共 21 条
[1]  
[Anonymous], 1995, CIRCUITS FILTERS HDB
[2]  
Burrus C.S., 1998, introduction to Wavelets and Wavelet Transforms-A Primer
[3]  
Daubechies I., 1992, Ten lectures on wavelets, CBMS-NSF Regional Conference Series in Applied Mathematics
[4]   WAVELET TRANSFORMS AND THEIR APPLICATIONS TO TURBULENCE [J].
FARGE, M .
ANNUAL REVIEW OF FLUID MECHANICS, 1992, 24 :395-457
[5]  
Gurley K, 1999, ENG STRUCT, V21, P149
[6]  
HEIDARI A, 2004, THESIS U KERMAN KERM
[7]   A THEORY FOR MULTIRESOLUTION SIGNAL DECOMPOSITION - THE WAVELET REPRESENTATION [J].
MALLAT, SG .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 1989, 11 (07) :674-693
[8]  
MORLET J, 1981, P 51 ANN M SOC EXPL
[9]  
Oppenheim AV., 1999, DISCRETE TIME SIGNAL
[10]  
PAZ M, 1986, STRUCTURAL DYNAMICS