A Comparative Study on Optimal Structural Dynamics Using Wavelet Functions

Wavelet solution techniques have become the focus of interest among researchers in different disciplines of science and technology. In this paper, implementation of two different wavelet basis functions has been comparatively considered for dynamic analysis of structures. For this aim, computational...

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Published inMathematical problems in engineering Vol. 2015; no. 2015; pp. 1 - 10
Main Authors Mahdavi, Seyed Hossein, Abdul Razak, Hashim
Format Journal Article
LanguageEnglish
Published Cairo, Egypt Hindawi Publishing Corporation 01.01.2015
John Wiley & Sons, Inc
Subjects
Online AccessGet full text
ISSN1024-123X
1026-7077
1563-5147
1563-5147
DOI10.1155/2015/956793

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Abstract Wavelet solution techniques have become the focus of interest among researchers in different disciplines of science and technology. In this paper, implementation of two different wavelet basis functions has been comparatively considered for dynamic analysis of structures. For this aim, computational technique is developed by using free scale of simple Haar wavelet, initially. Later, complex and continuous Chebyshev wavelet basis functions are presented to improve the time history analysis of structures. Free-scaled Chebyshev coefficient matrix and operation of integration are derived to directly approximate displacements of the corresponding system. In addition, stability of responses has been investigated for the proposed algorithm of discrete Haar wavelet compared against continuous Chebyshev wavelet. To demonstrate the validity of the wavelet-based algorithms, aforesaid schemes have been extended to the linear and nonlinear structural dynamics. The effectiveness of free-scaled Chebyshev wavelet has been compared with simple Haar wavelet and two common integration methods. It is deduced that either indirect method proposed for discrete Haar wavelet or direct approach for continuous Chebyshev wavelet is unconditionally stable. Finally, it is concluded that numerical solution is highly benefited by the least computation time involved and high accuracy of response, particularly using low scale of complex Chebyshev wavelet.
AbstractList Wavelet solution techniques have become the focus of interest among researchers in different disciplines of science and technology. In this paper, implementation of two different wavelet basis functions has been comparatively considered for dynamic analysis of structures. For this aim, computational technique is developed by using free scale of simple Haar wavelet, initially. Later, complex and continuous Chebyshev wavelet basis functions are presented to improve the time history analysis of structures. Free-scaled Chebyshev coefficient matrix and operation of integration are derived to directly approximate displacements of the corresponding system. In addition, stability of responses has been investigated for the proposed algorithm of discrete Haar wavelet compared against continuous Chebyshev wavelet. To demonstrate the validity of the wavelet-based algorithms, aforesaid schemes have been extended to the linear and nonlinear structural dynamics. The effectiveness of free-scaled Chebyshev wavelet has been compared with simple Haar wavelet and two common integration methods. It is deduced that either indirect method proposed for discrete Haar wavelet or direct approach for continuous Chebyshev wavelet is unconditionally stable. Finally, it is concluded that numerical solution is highly benefited by the least computation time involved and high accuracy of response, particularly using low scale of complex Chebyshev wavelet.
Author Mahdavi, Seyed Hossein
Abdul Razak, Hashim
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CitedBy_id crossref_primary_10_1155_2018_1869232
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ContentType Journal Article
Copyright Copyright © 2015 Seyed Hossein Mahdavi and Hashim Abdul Razak.
Copyright © 2015 Seyed Hossein Mahdavi and Hashim Abdul Razak. Seyed Hossein Mahdavi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright_xml – notice: Copyright © 2015 Seyed Hossein Mahdavi and Hashim Abdul Razak.
– notice: Copyright © 2015 Seyed Hossein Mahdavi and Hashim Abdul Razak. Seyed Hossein Mahdavi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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Snippet Wavelet solution techniques have become the focus of interest among researchers in different disciplines of science and technology. In this paper,...
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SubjectTerms Accuracy
Algorithms
Basis functions
Chebyshev approximation
Colleges & universities
Comparative studies
Computation
Continuity (mathematics)
Dynamic structural analysis
Dynamics
Finite element analysis
Mathematical models
Mathematical problems
Methods
Nonlinear dynamics
Ordinary differential equations
Partial differential equations
Wavelet
Wavelet analysis
Wavelet transforms
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Title A Comparative Study on Optimal Structural Dynamics Using Wavelet Functions
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