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    3. Teknik: allmänt

    Structural Dynamic Analysis with Generalized Damping Models

    Identification

    AvSondipon Adhikari

    Inbunden, Engelska, 2013

    1 223 kr

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    1 800 kr

    Beskrivning

    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 approach is adopted more for mathematical convenience than for modeling the physics of vibration damping.Over the past decade, extensive research has been undertaken on more general “non-viscous” damping models and vibration of non-viscously damped systems. This book, along with a related book Structural Dynamic Analysis with Generalized Damping Models: Analysis, is the first comprehensive study to cover vibration problems with general non-viscous damping. The author draws on his considerable research experience to produce a text covering: parametric senistivity of damped systems; identification of viscous damping; identification of non-viscous damping; and some tools for the quanitification of damping. The book is written from a vibration theory standpoint, with numerous worked examples which are relevant across a wide range of mechanical, aerospace and structural engineering applications.Contents1. Parametric Sensitivity of Damped Systems.2. Identification of Viscous Damping.3. Identification of Non-viscous Damping.4. Quantification of Damping.About the AuthorsSondipon Adhikari is Chair Professor of Aerospace Engineering at Swansea University, Wales. His wide-ranging and multi-disciplinary research interests include uncertainty quantification in computational mechanics, bio- and nanomechanics, dynamics of complex systems, inverse problems for linear and nonlinear dynamics, and renewable energy. He is a technical reviewer of 97 international journals, 18 conferences and 13 funding bodies.He has written over 180 refereed journal papers, 120 refereed conference papers and has authored or co-authored 15 book chapters.

    Produktinformation

    • Utgivningsdatum:2013-12-03
    • Mått:160 x 241 x 28 mm
    • Vikt:599 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:247
    • Förlag:ISTE Ltd and John Wiley & Sons Inc
    • ISBN:9781848216709

    Utforska kategorier

    • Teknik: allmänt inom Naturvetenskap och teknik

    Mer om författaren

    Sara J. Wilkinson is Associate Professor of Property and Construction at the University ofTechnology, Sydney, Australia Hilde Remøy is Assistant Professor of Real Estate Management at Delft University ofTechnology, The Netherlands Craig Langston is Professor of Construction and Facilities Management at Bond University,Queensland, Australia

    Innehållsförteckning

    • Preface  ix Nomenclature  xiiiChapter 1. Parametric Sensitivity of Damped Systems  11.1. Parametric sensitivity of undamped systems   21.1.1. Sensitivity of the eigenvalues 21.1.2. Sensitivity of the eigenvectors    31.2. Parametric sensitivity of viscously damped systems 51.2.1. Sensitivity of the eigenvalues 61.2.2. Sensitivity of the eigenvectors    91.3. Parametric sensitivity of non-viscously damped systems 221.3.1. Sensitivity of the eigenvalues 231.3.2. Sensitivity of the eigenvectors    251.4. Summary   41Chapter 2. Identification of Viscous Damping 432.1. Identification of proportional viscous damping   442.1.1. Damping identification using generalized proportional damping  452.1.2. Error propagation in the damping identification method   482.1.3. Numerical examples 492.1.4. Experimental results 512.1.5. Synopsis  672.2. Identification of non-proportional viscous damping 692.2.1. The theory of damping identification 712.2.2. Numerical examples 752.2.3. Error analysis 882.2.4. Synopsis  902.3. Symmetry-preserving damping identification 912.3.1. The theory of symmetric damping matrix identification   912.3.2. Numerical examples 972.3.3. Synopsis  1042.4. Direct identification of the damping matrix   1042.4.1. The modified Lancaster’s method 1052.4.2. Numerical examples 1112.4.3. Synopsis  1172.5. Summary   118Chapter 3. Identification of Non-viscous Damping 1213.1. Identification of exponential non-viscous damping model   1233.1.1. Background of complex modes    1233.1.2. Fitting of the relaxation parameter 1253.1.3. Fitting of the coefficient matrix    1403.1.4. Synopsis  1493.2. Symmetry preserving non-viscous damping identification   1513.2.1. Theory 1513.2.2. Numerical examples 1553.2.3. Synopsis  1593.3. Direct identification of non-viscous damping 1603.3.1. Lancaster’s method for non-viscously damped systems   1613.3.2. Numerical examples 1653.3.3. Synopsis  1673.4. Summary   168Chapter 4. Quantification of Damping  1694.1. Quantification of non-proportional damping   1694.1.1. Optimal normalization of complex modes   1714.1.2. An index of non-proportionality 1824.1.3. Alternative normalization methods 1874.1.4. Synopsis  1934.2. Quantification of non-viscous damping 1934.2.1. Non-viscosity indices 1954.2.2. Numerical examples 2034.2.3. Error analysis  2084.2.4. Synopsis  2114.3. Summary   211Bibliography 213Author Index 243Index 245