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_a624.17 _223 |
245 | 0 | 0 |
_aVibration and structural acoustics analysis : _bcurrent research and related technologies / _cC.M.A. Vasques, J. Dias Rodrigues, editors. |
264 | 1 |
_aDordrecht ; _aNew York : _bSpringer, _c[2011] |
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264 | 4 | _c©2011 | |
300 |
_axxx, 327 pages : _billustrations (some colour) ; _c24 cm |
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336 |
_atext _btxt _2rdacontent |
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_aunmediated _bn _2rdamedia |
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_avolume _bnc _2rdacarrier |
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504 | _aIncludes bibliographical references. | ||
505 | 0 | _a1. 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 |
_g1. _tThe Dynamic Analysis of Thin Structures Using a Radial Interpolator Meshless Method / _rL.M.J.S. Dinis, R.M. Natal Jorge, and J. Belinha -- _g1.1. _tIntroduction -- _g1.2. _tOverviewof the Stateof the Art -- _g1.3. _tThe Natural Neighbour Radial Point Interpolation Method -- _g1.4. _tDynamic Discrete System of Equations -- _g1.5. _tDynamic Examples -- _g1.5.1. _tCantilever Beam -- _g1.5.2. _tVariable Cross Section Beams -- _g1.5.3. _tShear-Wall -- _g1.5.4. _tSquare Plates -- _g1.5.5. _tShallow Shell -- _g1.6. _tProspects for the Future -- _g1.7. _tSummary -- _g1.8. _tSelected Bibliography -- _g2. _tVibration Testing for the Evaluation of the Effects of Moisture Content on the In-Plane Elastic Constants of Wood Used in Musical Instruments / _rM.A. Pérez Martínez, P. Poletti, and L. Gil Espert -- _g2.1. _tIntroduction -- _g2.2. _tOverviewof the Stateof the Art -- _g2.3. _tOrthotropic Nature of Wood Properties -- _g2.4. _tInfluence of Moisture Changes on Wood -- _g2.5. _tExperimental Modal Analysis of Wooden Specimens -- _g2.6. _tNumerical Model of Wooden Plate -- _g2.6.1. _tThe Finite Element Method -- _g2.6.2. _tFree Vibrations of Kirchhoff Plates -- _g2.6.3. _tPerturbationof the Equationof Motion -- _g2.7. _tElastic Constants from Plate Vibration Measurements -- _g2.8. _tResults -- _g2.9. _tConcluding Remarks -- _g2.10. _tProspects for the Future -- _g2.11. _tSummary -- _g3. _tShort-Time Autoregressive (STAR) Modeling for Operational Modal Analysis of Non-stationary Vibration / _rV.-H. Vu, M. Thomas, A.A. Lakis, and L. Marcouiller -- _g3.1. _tIntroduction -- _g3.2. _tOverviewof the Stateof the Art -- _g3.2.1. _tOperational Modal Analysis -- _g3.2.2. _tNon-stationary Vibration -- _g3.2.3. _tFluid-Structure Interaction -- _g3.2.4. _tDevelopment of a New Method for Investigating Modal Parameters of Non-stationary Systems by Operational Modal Analysis -- _g3.3. _tVector Autoregressive (VAR)Modeling -- _g3.4. _tThe Short Time Autoregressive (STAR) Method -- _g3.4.1. _tOrder Updating and a Criterion for Minimum Model Order Selection -- _g3.4.2. _tWorking Procedure -- _g3.5. _tNumerical Simulation on a Mechanical System -- _g3.5.1. _tDiscussion on Data Block Length -- _g3.5.2. _tSimulation on Mechanical System with Time-Dependent Parameters -- _g3.6. _tExperimental Application on an Emerging Steel Plate -- _g3.7. _tProspects for the Future -- _g3.8. _tSummary -- _g3.9. _tSelected Bibliography -- _g4. _tA Numerical and Experimental Analysis for the Active Vibration Control of a Concrete Placing Boom / _rG. Cazzulani, M. Ferrari, F. Resta, and F. Ripamonti -- _g4.1. _tIntroduction -- _g4.2. _tOverviewof the Stateof the Art -- _g4.3. _tThe System -- _g4.3.1. _tTest Rig -- _g4.3.2. _tNumerical Model -- _g4.4. _tActive Modal Control -- _g4.4.1. _tIndependent Modal Control -- _g4.4.2. _tThe Modal Observer -- _g4.4.3. _tNumerical Analysis of Modal Control -- _g4.5. _tFeed-Forward Control -- _g4.5.1. _tThe Feed-Forward Control Logic -- _g4.5.2. _tNumerical Analysis of the Feed-Forward Control -- _g4.6. _tExperimental Testing -- _g4.7. _tProspects for the Future -- _g4.8. _tSummary -- _g4.9. _tSelected Bibliography -- _g5. _tModeling and Testing of a Concrete Pumping Group Control System / _rC. Ghielmetti, H. Giberti, and F. Resta -- _g5.1. _tIntroduction -- _g5.2. _tOverviewof the Stateof the Art -- _g5.3. _tDescriptionof the Entire System -- _g5.4. _tExperimental Tests -- _g5.5. _tMathematical Model -- _g5.5.1. _tOil Continuity Equations -- _g5.5.2. _tConcrete Continuity Equations -- _g5.5.3. _tEquationsof Motion -- _g5.6. _tComparison Between Numerical and Experimental Results -- _g5.7. _tControl System Design -- _g5.8. _tProspects for the Future -- _g5.9. _tSummary -- _g5.10. _tSelected Bibliography -- _g6. _tVibration Based Structural Health Monitoring and the Modal Strain Energy Damage Index Algorithm Applied to a Composite T-Beam / _rR. Loendersloot, T.H. Ooijevaar, L. Warnet, A. de Boer, and R. Akkerman -- _g6.1. _tIntroduction -- _g6.2. _tOverviewof the Stateof the Art -- _g6.2.1. _tVibration Based Structural Health Monitoring -- _g6.2.2. _tModal Strain Energy Damage Index Algorithm -- _g6.3. _tT-Beam with T-Joint Stiffener -- _g6.4. _tTheory of the Modal Strain Energy Damage Index Algorithm -- _g6.5. _tFinite Element Model -- _g6.6. _tExperimental Analysis of the T-Beam -- _g6.7. _tResults and Discussion -- _g6.7.1. _tValidation of Numerical Model -- _g6.7.2. _tLength and Starting Point of Delamination -- _g6.7.3. _tPosition of Evaluation Points -- _g6.7.4. _tNumberof Evaluation Points -- _g6.7.5. _tIncorporation of Torsion Modes -- _g6.8. _tProspects for the Future -- _g6.9. _tSummary -- _g6.10. _tSelected Bibliography -- _g7. _tAn Efficient Sound Source Localization Technique via Boundary Element Method / _rA. Seçgin and A.S. Sarıgül -- _g7.1. _tIntroduction -- _g7.2. _tOverviewof the Stateof the Art -- _g7.3. _tHelmholtz Integral Equation and Boundary Element Method -- _g7.3.1. _tFull-Space Case -- _g7.3.2. _tHalf-Space Case -- _g7.4. _tTheoretical Examples: Sound Field Determination -- _g7.5. _tCase Study: Sound Source Localization -- _g7.5.1. _tSurface Velocity Measurements -- _g7.5.2. _tBoundary Element Operations -- _g7.5.3. _tSound Source Identification and Characterization -- _g7.6. _tProspects for the Future -- _g7.7. _tSummary -- _g7.8. _tSelected Bibliography -- _g8. _tDispersion Analysis of Acoustic Circumferential Waves Using Time-Frequency Representations / _rR. Latif, M. Laaboubi, E.H. Aassif, and G. Maze -- _g8.1. _tIntroduction -- _g8.2. _tOverviewof the Stateof the Art -- _g8.3. _tTime-Frequency Representations -- _g8.3.1. _tWigner-Ville Distribution -- _g8.3.2. _tSpectrogram Distribution -- _g8.3.3. _tReassignment Spectrogram -- _g8.4. _tAcoustic Measured Signal Backscattered by an Elastic Tube -- _g8.4.1. _tExperimental Setup -- _g8.4.2. _tMeasured Acoustic Response -- _g8.4.3. _tResonance Spectrum -- _g8.5. _tTime-Frequency Images of Experimental Acoustic Signal -- _g8.5.1. _tSpectrogram and Wigner-Ville Images -- _g8.5.2. _tReassigned Spectrogram Image -- _g8.6. _tDispersionof the Circumferential Waves -- _g8.6.1. _tDetermination of Dispersion Curves of Circumferential Waves by the Theoretical Method -- _g8.6.2. _tDetermination of Dispersion Curves of Circumferential Waves by the Reassigned Spectrogram Image -- _g8.7. _tProspects for the Future -- _g8.8. _tSummary -- _g8.9. _tSelected Bibliography -- _g9. _tViscoelastic Damping Technologies: Finite Element Modeling and Application to Circular Saw Blades / _rC.M.A. Vasques and L.C. Cardoso -- _g9.1. _tIntroduction -- _g9.2. _tOverviewof the Stateof the Art -- _g9.3. _tConfigurations of Viscoelastic Damping Treatments -- _g9.4. _tViscoelastic Constitutive Behavior -- _g9.5. _tFinite Element Modeling of Viscoelastic Structural Systems -- _g9.5.1. _tSome Comments on Deformation Theories -- _g9.5.2. _tSpatial Modelingand Meshing -- _g9.5.3. _tDamping Modeling and Solution Approaches -- _g9.5.4. _tFrequency- and Time-Domain Implementations -- _g9.5.5. _tCommercial FESoftware -- _g9.6. _tVibroacoustic Simulation and Analysis -- _g9.7. _tCircular Saw Blades Damping: Modeling, Analysis and Design -- _g9.7.1. _tGeometric and Material Properties of the "Saw" -- _g9.7.2. _tFE Modeling and Vibroacoustic Media Discretization -- _g9.7.3. _tResults -- _g9.8. _tProspects for the Future -- _g9.9. _tSummary -- _g10. _tVibroacoustic Energy Diffusion Optimization in Beams and Plates by Means of Distributed Shunted Piezoelectric Patches / _rM. Collet, M. Ouisse, K.A. Cunefare, M. Ruzzene, B. Beck, L. Airoldi, and F. Casadei -- _g10.1. _tIntroduction -- _g10.2. _tOverviewof the Stateof the Art -- _g10.3. _tClassical Tools for Designing RL and RCneg Shunt Circuits -- _g10.3.1. _tPiezoelectric Modeling and Shunt Circuit Design -- _g10.4. _tControlling the Dispersion in Beams and Plates -- _g10.4.1. _tWaves Dispersion Control by Using RL and Negative Capacitance Shunts on Periodically Distributed Piezoelectric Patches -- _g10.4.2. _tPeriodically Distributed Shunted Piezoelectric Patches for Controlling Structure Borne Noise -- _g10.5. _tOptimizing Wave's Diffusionin Beam -- _g10.5.1. _tDescription and Modeling of a Periodic Beam System -- _g10.5.2. _tOptimization of Power Flow Diffusion by Negative Capacitance Shunt Circuits -- _g10.5.3. _tOptimization of Wave Reflection and Transmission -- _g10.6. _tProspects for the Future -- _g10.7. _tSummary -- _g11. _tIdentification of Reduced Models from Optimal Complex Eigenvectors in Structural Dynamics and Vibroacoustics / _rM. Ouisse and E. Foltête -- _g11.1. _tIntroduction -- _g11.2. _tOverviewof the Stateof the Art -- _g11.3. _tProperness Condition in Structural Dynamics -- _g11.3.1. _tProperness of Complex Modes -- _g11.3.2. _tIllustration of Properness Impact on Inverse Procedure -- _g11.3.3. _tProperness Enforcement -- _g11.3.4. _tExperimental Illustration -- _g11.4. _tExtension of Properness to Vibroacoustics -- _g11.4.1. _tEquationsof Motion -- _g11.4.2. _tComplex Modes for Vibroacoustics -- _g11.4.3. _tProperness for Vibroacoustics -- _g11.4.4. _tMethodologies for Properness Enforcement -- _g11.4.5. _tNumerical Illustration -- _g11.4.6. _tExperimental Test-Case -- _g11.5. _tProspects for the Future -- _g11.6. _tSummary -- _g11.7. _tSelected Bibliography. |
588 | _aMachine converted from AACR2 source record. | ||
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_aStructural analysis (Engineering) _9324588 |
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_aAcoustical engineering. _9313352 |
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_aVasques, C. M. A. _91090336 |
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_aRodrigues, J. Dias. _91090337 |
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