Since Lord Rayleigh introduced the idea of viscous damping in his classic work "The Theory of Sound" in 1877, it has become standard practice to use this approach in dynamics, covering a wide range of applications from aerospace to civil engineering. However, in the majority of practical cases this
Structural dynamic analysis with generalized damping models : identification
β Scribed by Adhikari, Sondipon
- Publisher
- Wiley-ISTE
- Year
- 2014
- Tongue
- English
- Leaves
- 269
- Series
- Mechanical engineering and solid mechanics series
- Edition
- 1
- Category
- Library
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β¦ Synopsis
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β¦ Table of Contents
Content: Preface ix Nomenclature xiii Chapter 1. Parametric Sensitivity of Damped Systems 1 1.1. Parametric sensitivity of undamped systems 2 1.1.1. Sensitivity of the eigenvalues 2 1.1.2. Sensitivity of the eigenvectors 3 1.2. Parametric sensitivity of viscously damped systems 5 1.2.1. Sensitivity of the eigenvalues 6 1.2.2. Sensitivity of the eigenvectors 9 1.3. Parametric sensitivity of non-viscously damped systems 22 1.3.1. Sensitivity of the eigenvalues 23 1.3.2. Sensitivity of the eigenvectors 25 1.4. Summary 41 Chapter 2. Identification of Viscous Damping 43 2.1. Identification of proportional viscous damping 44 2.1.1. Damping identification using generalized proportional damping 45 2.1.2. Error propagation in the damping identification method 48 2.1.3. Numerical examples 49 2.1.4. Experimental results 51 2.1.5. Synopsis 67 2.2. Identification of non-proportional viscous damping 69 2.2.1. The theory of damping identification 71 2.2.2. Numerical examples 75 2.2.3. Error analysis 88 2.2.4. Synopsis 90 2.3. Symmetry-preserving damping identification 91 2.3.1. The theory of symmetric damping matrix identification 91 2.3.2. Numerical examples 97 2.3.3. Synopsis 104 2.4. Direct identification of the damping matrix 104 2.4.1. The modified Lancaster's method 105 2.4.2. Numerical examples 111 2.4.3. Synopsis 117 2.5. Summary 118 Chapter 3. Identification of Non-viscous Damping 121 3.1. Identification of exponential non-viscous damping model 123 3.1.1. Background of complex modes 123 3.1.2. Fitting of the relaxation parameter 125 3.1.3. Fitting of the coefficient matrix 140 3.1.4. Synopsis 149 3.2. Symmetry preserving non-viscous damping identification 151 3.2.1. Theory 151 3.2.2. Numerical examples 155 3.2.3. Synopsis 159 3.3. Direct identification of non-viscous damping 160 3.3.1. Lancaster's method for non-viscously damped systems 161 3.3.2. Numerical examples 165 3.3.3. Synopsis 167 3.4. Summary 168 Chapter 4. Quantification of Damping 169 4.1. Quantification of non-proportional damping 169 4.1.1. Optimal normalization of complex modes 171 4.1.2. An index of non-proportionality 182 4.1.3. Alternative normalization methods 187 4.1.4. Synopsis 193 4.2. Quantification of non-viscous damping 193 4.2.1. Non-viscosity indices 195 4.2.2. Numerical examples 203 4.2.3. Error analysis 208 4.2.4. Synopsis 211 4.3. Summary 211 Bibliography 213 Author Index 243 Index 245
β¦ Subjects
Damping (Mechanics) Vibration -- Mathematical models. Structural analysis (Engineering) TECHNOLOGY & ENGINEERING -- Engineering (General) TECHNOLOGY & ENGINEERING -- Reference.
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