Vibration and structural acoustics analysis : current research and related technologies /

Vibration and structural acoustics analysis : current research and related technologies / C.M.A. Vasques, J. Dias Rodrigues, editors.

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Bibliographic Details
Corporate Author: SpringerLink ebooks - Engineering (2011)
Other Authors: Rodrigues, J. Dias, Vasques, C. M. A.
Format: Ebook
Language:English
Published: Dordrecht ; New York : Springer, c2011.
Subjects:
Acoustical engineering.
Structural analysis (Engineering)
Online Access:Springer eBooks

MARC

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245 0 0 |a Vibration and structural acoustics analysis :  |b current research and related technologies /  |c C.M.A. Vasques, J. Dias Rodrigues, editors. 
260 |a Dordrecht ;  |a New York :  |b Springer,  |c c2011. 
300 |a 1 electronic document. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
500 |a Description based on print version record. 
504 |a Includes bibliographical references. 
505 0 |a 1. The Dynamic Analysis of Thin Structures Using a Radial Interpolator Meshless Method -- 2. Vibration Testing for the Evaluation of the Effects of Moisture Content on the In-Plane Elastic Constants of Wood Used in Musical Instruments -- 3. Short-Time Autoregressive (STAR) Modeling for Operational Modal Analysis of Non-stationary Vibration -- 4. A Numerical and Experimental Analysis for the Active Vibration Control of a Concrete Placing Boom -- 5. Modeling and Testing of a Concrete Pumping Group Control System -- 6. Vibration Based Structural Health Monitoring and the Modal Strain Energy Damage Index Algorithm Applied to a Composite T-Beam -- 7. An Efficient Sound Source Localization Technique via Boundary Element Method -- 8. Dispersion Analysis of Acoustic Circumferential Waves Using Time-Frequency Representations -- 9. Viscoelastic Damping Technologies: Finite Element Modeling and Application to Circular Saw Blades -- 10. Vibroacoustic Energy Diffusion Optimization in Beams and Plates by Means of Distributed Shunted Piezoelectric Patches -- 11. Identification of Reduced Models from Optimal Complex Eigenvectors in Structural Dynamics and Vibroacoustics -- -- 
505 0 0 |g 1.  |t The Dynamic Analysis of Thin Structures Using a Radial Interpolator Meshless Method /  |r L.M.J.S. Dinis, R.M. Natal Jorge, and J. Belinha --  |g 1.1.  |t Introduction --  |g 1.2.  |t Overviewof the Stateof the Art --  |g 1.3.  |t The Natural Neighbour Radial Point Interpolation Method --  |g 1.4.  |t Dynamic Discrete System of Equations --  |g 1.5.  |t Dynamic Examples --  |g 1.5.1.  |t Cantilever Beam --  |g 1.5.2.  |t Variable Cross Section Beams --  |g 1.5.3.  |t Shear-Wall --  |g 1.5.4.  |t Square Plates --  |g 1.5.5.  |t Shallow Shell --  |g 1.6.  |t Prospects for the Future --  |g 1.7.  |t Summary --  |g 1.8.  |t Selected Bibliography --  |g 2.  |t Vibration Testing for the Evaluation of the Effects of Moisture Content on the In-Plane Elastic Constants of Wood Used in Musical Instruments /  |r M.A. Pérez Martínez, P. Poletti, and L. Gil Espert --  |g 2.1.  |t Introduction --  |g 2.2.  |t Overviewof the Stateof the Art --  |g 2.3.  |t Orthotropic Nature of Wood Properties --  |g 2.4.  |t Influence of Moisture Changes on Wood --  |g 2.5.  |t Experimental Modal Analysis of Wooden Specimens --  |g 2.6.  |t Numerical Model of Wooden Plate --  |g 2.6.1.  |t The Finite Element Method --  |g 2.6.2.  |t Free Vibrations of Kirchhoff Plates --  |g 2.6.3.  |t Perturbationof the Equationof Motion --  |g 2.7.  |t Elastic Constants from Plate Vibration Measurements --  |g 2.8.  |t Results --  |g 2.9.  |t Concluding Remarks --  |g 2.10.  |t Prospects for the Future --  |g 2.11.  |t Summary --  |g 3.  |t Short-Time Autoregressive (STAR) Modeling for Operational Modal Analysis of Non-stationary Vibration /  |r V.-H. Vu, M. Thomas, A.A. Lakis, and L. Marcouiller --  |g 3.1.  |t Introduction --  |g 3.2.  |t Overviewof the Stateof the Art --  |g 3.2.1.  |t Operational Modal Analysis --  |g 3.2.2.  |t Non-stationary Vibration --  |g 3.2.3.  |t Fluid-Structure Interaction --  |g 3.2.4.  |t Development of a New Method for Investigating Modal Parameters of Non-stationary Systems by Operational Modal Analysis --  |g 3.3.  |t Vector Autoregressive (VAR)Modeling --  |g 3.4.  |t The Short Time Autoregressive (STAR) Method --  |g 3.4.1.  |t Order Updating and a Criterion for Minimum Model Order Selection --  |g 3.4.2.  |t Working Procedure --  |g 3.5.  |t Numerical Simulation on a Mechanical System --  |g 3.5.1.  |t Discussion on Data Block Length --  |g 3.5.2.  |t Simulation on Mechanical System with Time-Dependent Parameters --  |g 3.6.  |t Experimental Application on an Emerging Steel Plate --  |g 3.7.  |t Prospects for the Future --  |g 3.8.  |t Summary --  |g 3.9.  |t Selected Bibliography --  |g 4.  |t A Numerical and Experimental Analysis for the Active Vibration Control of a Concrete Placing Boom /  |r G. Cazzulani, M. Ferrari, F. Resta, and F. Ripamonti --  |g 4.1.  |t Introduction --  |g 4.2.  |t Overviewof the Stateof the Art --  |g 4.3.  |t The System --  |g 4.3.1.  |t Test Rig --  |g 4.3.2.  |t Numerical Model --  |g 4.4.  |t Active Modal Control --  |g 4.4.1.  |t Independent Modal Control --  |g 4.4.2.  |t The Modal Observer --  |g 4.4.3.  |t Numerical Analysis of Modal Control --  |g 4.5.  |t Feed-Forward Control --  |g 4.5.1.  |t The Feed-Forward Control Logic --  |g 4.5.2.  |t Numerical Analysis of the Feed-Forward Control --  |g 4.6.  |t Experimental Testing --  |g 4.7.  |t Prospects for the Future --  |g 4.8.  |t Summary --  |g 4.9.  |t Selected Bibliography --  |g 5.  |t Modeling and Testing of a Concrete Pumping Group Control System /  |r C. Ghielmetti, H. Giberti, and F. Resta --  |g 5.1.  |t Introduction --  |g 5.2.  |t Overviewof the Stateof the Art --  |g 5.3.  |t Descriptionof the Entire System --  |g 5.4.  |t Experimental Tests --  |g 5.5.  |t Mathematical Model --  |g 5.5.1.  |t Oil Continuity Equations --  |g 5.5.2.  |t Concrete Continuity Equations --  |g 5.5.3.  |t Equationsof Motion --  |g 5.6.  |t Comparison Between Numerical and Experimental Results --  |g 5.7.  |t Control System Design --  |g 5.8.  |t Prospects for the Future --  |g 5.9.  |t Summary --  |g 5.10.  |t Selected Bibliography --  |g 6.  |t Vibration Based Structural Health Monitoring and the Modal Strain Energy Damage Index Algorithm Applied to a Composite T-Beam /  |r R. Loendersloot, T.H. Ooijevaar, L. Warnet, A. de Boer, and R. Akkerman --  |g 6.1.  |t Introduction --  |g 6.2.  |t Overviewof the Stateof the Art --  |g 6.2.1.  |t Vibration Based Structural Health Monitoring --  |g 6.2.2.  |t Modal Strain Energy Damage Index Algorithm --  |g 6.3.  |t T-Beam with T-Joint Stiffener --  |g 6.4.  |t Theory of the Modal Strain Energy Damage Index Algorithm --  |g 6.5.  |t Finite Element Model --  |g 6.6.  |t Experimental Analysis of the T-Beam --  |g 6.7.  |t Results and Discussion --  |g 6.7.1.  |t Validation of Numerical Model --  |g 6.7.2.  |t Length and Starting Point of Delamination --  |g 6.7.3.  |t Position of Evaluation Points --  |g 6.7.4.  |t Numberof Evaluation Points --  |g 6.7.5.  |t Incorporation of Torsion Modes --  |g 6.8.  |t Prospects for the Future --  |g 6.9.  |t Summary --  |g 6.10.  |t Selected Bibliography --  |g 7.  |t An Efficient Sound Source Localization Technique via Boundary Element Method /  |r A. Seçgin and A.S. Sarıgül --  |g 7.1.  |t Introduction --  |g 7.2.  |t Overviewof the Stateof the Art --  |g 7.3.  |t Helmholtz Integral Equation and Boundary Element Method --  |g 7.3.1.  |t Full-Space Case --  |g 7.3.2.  |t Half-Space Case --  |g 7.4.  |t Theoretical Examples: Sound Field Determination --  |g 7.5.  |t Case Study: Sound Source Localization --  |g 7.5.1.  |t Surface Velocity Measurements --  |g 7.5.2.  |t Boundary Element Operations --  |g 7.5.3.  |t Sound Source Identification and Characterization --  |g 7.6.  |t Prospects for the Future --  |g 7.7.  |t Summary --  |g 7.8.  |t Selected Bibliography --  |g 8.  |t Dispersion Analysis of Acoustic Circumferential Waves Using Time-Frequency Representations /  |r R. Latif, M. Laaboubi, E.H. Aassif, and G. Maze --  |g 8.1.  |t Introduction --  |g 8.2.  |t Overviewof the Stateof the Art --  |g 8.3.  |t Time-Frequency Representations --  |g 8.3.1.  |t Wigner-Ville Distribution --  |g 8.3.2.  |t Spectrogram Distribution --  |g 8.3.3.  |t Reassignment Spectrogram --  |g 8.4.  |t Acoustic Measured Signal Backscattered by an Elastic Tube --  |g 8.4.1.  |t Experimental Setup --  |g 8.4.2.  |t Measured Acoustic Response --  |g 8.4.3.  |t Resonance Spectrum --  |g 8.5.  |t Time-Frequency Images of Experimental Acoustic Signal --  |g 8.5.1.  |t Spectrogram and Wigner-Ville Images --  |g 8.5.2.  |t Reassigned Spectrogram Image --  |g 8.6.  |t Dispersionof the Circumferential Waves --  |g 8.6.1.  |t Determination of Dispersion Curves of Circumferential Waves by the Theoretical Method --  |g 8.6.2.  |t Determination of Dispersion Curves of Circumferential Waves by the Reassigned Spectrogram Image --  |g 8.7.  |t Prospects for the Future --  |g 8.8.  |t Summary --  |g 8.9.  |t Selected Bibliography --  |g 9.  |t Viscoelastic Damping Technologies: Finite Element Modeling and Application to Circular Saw Blades /  |r C.M.A. Vasques and L.C. Cardoso --  |g 9.1.  |t Introduction --  |g 9.2.  |t Overviewof the Stateof the Art --  |g 9.3.  |t Configurations of Viscoelastic Damping Treatments --  |g 9.4.  |t Viscoelastic Constitutive Behavior --  |g 9.5.  |t Finite Element Modeling of Viscoelastic Structural Systems --  |g 9.5.1.  |t Some Comments on Deformation Theories --  |g 9.5.2.  |t Spatial Modelingand Meshing --  |g 9.5.3.  |t Damping Modeling and Solution Approaches --  |g 9.5.4.  |t Frequency- and Time-Domain Implementations --  |g 9.5.5.  |t Commercial FESoftware --  |g 9.6.  |t Vibroacoustic Simulation and Analysis --  |g 9.7.  |t Circular Saw Blades Damping: Modeling, Analysis and Design --  |g 9.7.1.  |t Geometric and Material Properties of the "Saw" --  |g 9.7.2.  |t FE Modeling and Vibroacoustic Media Discretization --  |g 9.7.3.  |t Results --  |g 9.8.  |t Prospects for the Future --  |g 9.9.  |t Summary --  |g 10.  |t Vibroacoustic Energy Diffusion Optimization in Beams and Plates by Means of Distributed Shunted Piezoelectric Patches /  |r M. Collet, M. Ouisse, K.A. Cunefare, M. Ruzzene, B. Beck, L. Airoldi, and F. Casadei --  |g 10.1.  |t Introduction --  |g 10.2.  |t Overviewof the Stateof the Art --  |g 10.3.  |t Classical Tools for Designing RL and RCneg Shunt Circuits --  |g 10.3.1.  |t Piezoelectric Modeling and Shunt Circuit Design --  |g 10.4.  |t Controlling the Dispersion in Beams and Plates --  |g 10.4.1.  |t Waves Dispersion Control by Using RL and Negative Capacitance Shunts on Periodically Distributed Piezoelectric Patches --  |g 10.4.2.  |t Periodically Distributed Shunted Piezoelectric Patches for Controlling Structure Borne Noise --  |g 10.5.  |t Optimizing Wave's Diffusionin Beam --  |g 10.5.1.  |t Description and Modeling of a Periodic Beam System --  |g 10.5.2.  |t Optimization of Power Flow Diffusion by Negative Capacitance Shunt Circuits --  |g 10.5.3.  |t Optimization of Wave Reflection and Transmission --  |g 10.6.  |t Prospects for the Future --  |g 10.7.  |t Summary --  |g 11.  |t Identification of Reduced Models from Optimal Complex Eigenvectors in Structural Dynamics and Vibroacoustics /  |r M. Ouisse and E. Foltête --  |g 11.1.  |t Introduction --  |g 11.2.  |t Overviewof the Stateof the Art --  |g 11.3.  |t Properness Condition in Structural Dynamics --  |g 11.3.1.  |t Properness of Complex Modes --  |g 11.3.2.  |t Illustration of Properness Impact on Inverse Procedure --  |g 11.3.3.  |t Properness Enforcement --  |g 11.3.4.  |t Experimental Illustration --  |g 11.4.  |t Extension of Properness to Vibroacoustics --  |g 11.4.1.  |t Equationsof Motion --  |g 11.4.2.  |t Complex Modes for Vibroacoustics --  |g 11.4.3.  |t Properness for Vibroacoustics --  |g 11.4.4.  |t Methodologies for Properness Enforcement --  |g 11.4.5.  |t Numerical Illustration --  |g 11.4.6.  |t Experimental Test-Case --  |g 11.5.  |t Prospects for the Future --  |g 11.6.  |t Summary --  |g 11.7.  |t Selected Bibliography. 
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588 |a Automated GMD conversion. 
650 0 |a Acoustical engineering.  |9 313352 
650 0 |a Structural analysis (Engineering)  |9 324588 
700 1 |a Rodrigues, J. Dias.  |9 1090337 
700 1 |a Vasques, C. M. A.  |9 1090336 
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