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E-raamat: Wavelet Analysis in Civil Engineering

  • Formaat: 224 pages
  • Ilmumisaeg: 09-Oct-2018
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781351231527
  • Formaat - EPUB+DRM
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  • Formaat: 224 pages
  • Ilmumisaeg: 09-Oct-2018
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781351231527

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Wavelets as a Powerful Signal Processing Tool

The principles of wavelets can be applied to a range of problems in civil engineering structures, such as earthquake-induced vibration analysis, bridge vibrations, and damage identification. This book is particularly useful for graduate students and researchers in vibration analysis, especially those dealing with random vibrations.







Wavelet Analysis in Civil Engineering

explains the importance of wavelets in analyzing nonstationarities in ground motions. The example of a tank is considered to develop the problem and the model (based on linear assumptions) and several case studies are exploredfixed base, flexible base, lateral and rocking motions of foundations, with and without fluidto explain how to account for ground motion nonstationarities. Bridge vibrations caused by vehicle passage are explored, as is structural damage identification. Wavelet analytic techniques starting from single degree of freedom systems to multiple degree of freedom systems are set out and detailed solutions of more complicated problems involving soil and fluid interactions are presented. Separate chapters have been devoted to explaining the basic principles of the wavelet-based random nonstationary vibration analysis of nonlinear systems, including probabilistic analysis.

Comprised of seven chapters, this text:











Introduces the concept and utility of wavelet transform Describes the discretization of ground motions using wavelet coefficients Explains how to characterize nonstationary ground motions using statistical functionals of wavelet coefficients of seismic accelerations Develops the formulation of a linear single-degree-of-freedom system Shows stepwise development of the formulation of a structure idealized as a linear multi-degree-of-freedom system in terms of wavelet coefficients Defines wavelet domain formulation of a nonlinear single-degree-of-freedom system Introduces the concept of probability in wavelet-based theoretical formulation of a nonlinear two-degree-of-freedom system Covers a variety of case studies highlighting diverse applications







Wavelet Analysis in Civil Engineering

explains the importance of wavelets in terms of non-stationarities of ground motions, explores the application of wavelet analytic techniques, and is an excellentresource for users addressing wavelets for the first time.

Arvustused

"I believe that this book will be an important contribution in the area of structural dynamics, particularly pertaining to civil engineering. the content is crisp yet highly comprehensive and most importantly explains wavelet from a civil engineering outlook." Mira Mitra, Associate Professor, Department of Aerospace Engineering, Indian Institute of Technology Bombay, Mumbai, India

Preface vii
Acknowledgments ix
About the Author xi
Introduction xiii
1 Introduction to wavelets
1(24)
1.1 History of wavelets
1(1)
1.2 Fourier transform
2(3)
1.3 Random vibration
5(4)
1.4 Wavelet analysis
9(10)
1.5 A brief review of wavelet properties
19(6)
1.5.1 Continuous and discrete wavelet transform
20(2)
1.5.2 Vanishing moments
22(1)
1.5.3 Uncertainty principle
23(2)
2 Vibration analysis of SDOF and MDOF systems in the wavelet domain
25(24)
2.1 Wavelet-based discretization of ground motions
25(3)
2.2 Time--frequency characteristics of wavelets
28(2)
2.3 Formulation of SDOF system equation in wavelet domain
30(2)
2.4 Wavelet basis function for ground motion process
32(2)
2.5 Wavelet domain stochastic response of SDOF system
34(4)
2.6 Statistical parameters and nonstationary peak responses
38(3)
2.7 Wavelet domain stochastic response of MDOF system
41(8)
3 Ground motion characterization and PSA response of SDOF system
49(26)
3.1 Characterization of ground motions
49(3)
3.2 PSA response spectrum
52(3)
3.3 Time history simulation by the Runge--Kutta fourth-order method
55(1)
3.4 Fixed-base analysis of a tank
56(8)
3.4.1 Basic assumptions
57(1)
3.4.2 Equations of motion
57(3)
3.4.3 Wavelet domain formulation
60(4)
3.5 Numerical study
64(11)
3.5.1 Ground motion characterization
64(1)
3.5.2 Validation -- PSA response
65(1)
3.5.3 Validation -- structural response
66(3)
3.5.4 Wavelet analysis -- structural response
69(6)
4 Wavelet-based analysis of linear MDOF system
75(36)
4.1 Description of the model
75(3)
4.2 Equations of motion
78(3)
4.3 Wavelet domain formulation of tank--liquid--foundation system
81(9)
4.4 Wavelet-based nonstationary system responses
90(5)
4.5 Solution of transfer functions
95(4)
4.6 Expected largest peak response
99(4)
4.7 Numerical example
103(8)
4.7.1 Impulsive response
104(3)
4.7.2 MDOF analysis results
107(4)
5 Wavelet-based nonstationary vibration analysis of a simple nonlinear system
111(22)
5.1 Nonlinear system
111(1)
5.2 Duffing oscillator
112(4)
5.3 Perturbation method
116(1)
5.4 Solution of the Duffing equation
117(1)
5.5 Nonlinear system subjected to random vibration
118(15)
6 Wavelet-based probabilistic analysis
133(20)
6.1 Model and soil nonlinearity
133(2)
6.2 General equations of motion
135(2)
6.3 Equations based on yield conditions
137(1)
6.4 Transfer functions
138(5)
6.5 Response of the structure
143(2)
6.6 Probability evaluation
145(3)
6.7 Validation and results
148(5)
7 General applications
153(34)
7.1 B-WIM NOR signal analysis
154(9)
7.1.1 Bridge and vehicle model
155(5)
7.1.2 Wavelet analysis of experimental NOR data
160(3)
7.2 Stiffness degradation analysis
163(10)
7.2.1 Description of the analytical model
164(3)
7.2.2 Numerical approach to wavelet-based damage detection
167(1)
7.2.3 Finite element model
167(4)
7.2.4 Wavelet-based analysis of numerical results
171(2)
7.3 Soil--structure--soil interaction analysis
173(14)
7.3.1 Responses at tank base
178(5)
7.3.2 Finite element model of the system
183(4)
Appendix: MATLAB® programmes 187(10)
References 197(4)
Index 201
Dr Pranesh Chatterjee has earned undergraduate and postgraduate degrees in civil engineering and subsequently adoctorate in engineering from Jadavpur University, India. Dr Chatterjee took up post-doctoral fellowship in structural mechanics at Katholieke Universiteit te Leuven in Belgium and then was selected as prestigious Pierse Newman Scholar at University College Dublin in Ireland. He is working as Manager of Plasticity and Tribology group of Tata Steel Europe in the Netherlands. He is active in research and publication of research works.