Detalles MARC
| 000 -Cabecera |
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| Campo de control de longitud fija |
06117nam a2200397 a 4500 |
| 003 - Identificador del Número de control |
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| Identificador del número de control |
AR-sfUTN |
| 008 - Códigos de información de longitud fija-Información general |
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| Códigos de información de longitud fija |
170717s1998 ||||| |||| 00| 0 eng d |
| 020 ## - ISBN |
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| ISBN |
013651068X |
| 040 ## - Fuente de la catalogación |
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| Centro transcriptor |
AR-sfUTN |
| 041 ## - Código de lengua |
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| Código de lengua del texto |
eng |
| 080 ## - CDU |
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| Clasificación Decimal Universal |
534.1 T387 |
| Edición de la CDU |
2000 |
| 100 1# - Punto de acceso principal-Nombre de persona |
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| Nombre personal |
Thomson, William T. |
| 245 10 - Mención de título |
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| Título |
Theory of vibration with applications / |
| Mención de responsabilidad |
William T. Thomson, Marie Dillon Dahleh. |
| 250 ## - Mención de edición |
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| Mención de edición |
5th |
| 260 ## - Publicación, distribución, etc. (pie de imprenta) |
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| Lugar de publicación, distribución, etc. |
New Jersey : |
| Nombre del editor, distribuidor, etc. |
Prentice Hall, |
| Fecha de publicación, distribución, etc. |
1998 |
| 300 ## - Descripción física |
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| Extensión |
524 p. |
| 336 ## - Tipo de contenido |
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| Fuente |
rdacontent |
| Término de tipo de contenido |
texto |
| Código de tipo de contenido |
txt |
| 337 ## - Tipo de medio |
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| Fuente |
rdamedia |
| Nombre del tipo de medio |
sin mediación |
| Código del tipo de medio |
n |
| 338 ## - Tipo de soporte |
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| Fuente |
rdacarrier |
| Nombre del tipo de soporte |
volumen |
| Código del tipo de soporte |
nc |
| 490 ## - Mención de serie |
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| Mención de serie |
Of Vibration With Applications |
| 505 80 - Nota de contenido con formato |
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| Nota de contenido con formato |
CONTENIDO<br/>CHAPTER 1 OSCILLATORY MOTION 5<br/>1.1 Harmonic Motion 6<br/>1.2 Periodic Motion 9<br/>1.3 Vibration Terminology 11<br/>CHAPTER 2 FREE VIBRATION 16<br/>2.1 Vibration Model 16<br/>2.2 Equation of Motion: Natural Frequency 16<br/>2.3 Energy Method 20<br/>2.4 Rayleigh Method: Effective Mass 23<br/>2.5 Principle of Virtual Work 25<br/>2.6 Viscously Damped Free Vibration 27<br/>2.7 Logarithmic Decrement 31<br/>2.8 Coulomb Damping 35<br/>CHAPTER 3 HARMONICALLY EXCITED VIBRATION 49<br/>3.1 Forced Harmonic Vibration 49<br/>3.2 Rotating Unbalance 53<br/>3.3 Rotor Unbalance 56<br/>3.4 Whirling of Rotating Shafts 59<br/>3.5 Support Motion 63<br/>3.6 Vibration Isolation 65<br/>3.7 Energy Dissipated by Damping 67<br/>3.8 Equivalent Viscous Damping 70<br/>3.9 Structural Damping 72<br/>3.10 Sharpness of Resonance 74<br/>3.11 Vibration-Measuring Instruments 75<br/>CHAPTER 4 TRANSIENT VIBRATION 89<br/>4.1 Impulse Excitation 89<br/>4.2 Arbitrary Excitation 91<br/>4.3 Laplace Transform Formulation 94<br/>4.4 Pulse Excitation and Rise Time 97<br/>4.5 Shock Response Spectrum 100<br/>4.6 Shock Isolation 104<br/>4.7 Finite Difference Numerical Computation 105<br/>4.8 Runge-Kutta Method 112<br/>CHAPTER 5 SYSTEMS WITH TWO OR MORE DEGREES OF FREEDOM 126<br/>5.1 The Normal Mode Analysis 127<br/>5.2 Initial Conditions 131<br/>5.3 Coordinate Coupling 134<br/>5.4 Forced Harmonic Vibration 139<br/>5.5 Finite Difference Method for Systems of Equations 141<br/>5.6 Vibration Absorber 144<br/>5.7 Centrifugal Pendulum Vibration Absorber 145<br/>5.8 Vibration Damper 147<br/>CHAPTER 6 PROPERTIES OF VIBRATING SYSTEMS 163<br/>6.1 Flexibility Influence Coefficients 164<br/>6.2 Reciprocity Theorem 167<br/>6.3 Stiffness Influence Coefficients 172<br/>6.4 Stiffness Matrix of Beam Elements 176<br/>6.5 Static Condensation for Pinned Joints 176<br/>6.6 Orthogonality of Eigenvectors 177<br/>6.7 Modal Matrix 179<br/>6.8 Decoupling Forced Vibration Equations 181<br/>6.9 Modal Damping in Forced Vibration 182<br/>6.10 Normal Mode Summation 183<br/>6.11 Equal Roots 187<br/>6.12 Unrestrained (Degenerate) Systems 189<br/>CHAPTER 7 LAGRANGE'S EQUATION 199<br/>7.1 Generalized Coordinates 199<br/>7.2 Virtual Work 204<br/>7.3 Lagrange's Equation 207<br/>7.4 Kinetic Energy, Potential Energy, and Generalized Force in Terms of Generalized Coordinates q 214<br/>7.5 Assumed Mode Summation 216<br/>CHAPTER 8 COMPUTATIONAL METHODS 227<br/>8.1 Root Solving 227<br/>8.2 Eigenvectors by Gauss Elimination 229<br/>8.3 Matrix Iteration 230<br/>8.4 Convergence of the Iteration Procedure 233<br/>8.5 The Dynamic Matrix 233<br/>8.6 Transformation Coordinates (Standard Computer Form) 234<br/>8.7 Systems with Discrete Mass Matrix 235<br/>8.8 Cholesky Decomposition 237<br/>8.9 Jacobi Diagonalization 242<br/>8.10 QR Method for Eigenvalue and Eigenvector Calculation 247<br/>CHAPTER 9 VIBRATION OF CONTINUOUS SYSTEMS 268<br/>9.1 Vibrating String 268<br/>9.2 Longitudinal Vibration of Rods 271<br/>9.3 Torsional Vibration of Rods 273<br/>9.4 Vibration of Suspension Bridges 276<br/>9.5 Euler Equation for Beams 281<br/>9.6 System with Repeated Identical Sections 289<br/>CHAPTER 10 INTRODUCTION TO THE FINITE ELEMENT METHOD 287<br/>10.1 Element Stiffness and Mass 287<br/>10.2 Stiffness and Mass for the Beam Element 292<br/>10.3 Transformation of Coordinates (Global Coordinates) 295<br/>10.4 Element Stiffness and Element Mass in Global Coordinates 297<br/>10.5 Vibrations Involving Beam Elements 302<br/>10.6 Spring Constraints on Structure 309<br/>10.7 Generalized Force for Distributed Load 311<br/>10.8 Generalized Force Proportional to Displacement 313<br/>CHAPTER 11 MODE-SUMMATION PROCEDURES FOR CONTINUOUS SYSTEMS 329<br/>11.1 Mode-Summation Method 329<br/>11.2 Normal Modes of Constrained Structures 335<br/>11.3 Mode-Acceleration Method 339<br/>11.4 Component-Mode Synthesis 341<br/>CHAPTER 12 CLASSICAL METHODS 351<br/>12.1 Rayleigh Method 351<br/>12.2 Dunkerley's Equation 358<br/>12.3 Rayleigh-Ritz Method 363<br/>12.4 Holzer Method 366<br/>12.5 Digital Computer Program for the Torsional System 369<br/>12.6 Myklestad's Method for Beams 371<br/>12.7 Coupled Flexure-Torsion Vibration 375<br/>12.8 Transfer Matrices 376<br/>12.9 Systems with Damping 378<br/>12.10 Geared System 380<br/>12.11 Branched Systems 381<br/>12.12 Transfer Matrices for Beams 383<br/>CHAPTER 13 RANDOM VIBRATIONS 395<br/>13.1 Random Phenomena 395<br/>13.2 Time Averaging and Expected Value 396<br/>13.3 Frequency Response Function 398<br/>13.4 Probability Distribution 401<br/>13.5 Correlation 407<br/>13.6 Power Spectrum and Power Spectral Density 411<br/>13.7 Fourier Transforms 417<br/>13.8 FTs and Response 424<br/>CHAPTER 14 NONLINEAR VIBRATIONS 436<br/>14.1 Phase Plane 436<br/>14.2 Conservative Systems 438<br/>14.3 Stability of Equilibrium 441<br/>14.4 Method of Isoclines 443<br/>14.5 Perturbation Method 445<br/>14.6 Method of Iteration 448<br/>14.7 Self-Excited Oscillations 451<br/>14.8 Runge-Kutta Method 453<br/>APPENDICES<br/>A Specifications of Vibration Bounds 462<br/>B Introduction to Laplace Transformation 464<br/>C Determinants and Matrices 469<br/>D Normal Modes of Uniform Beams 479<br/>E Introduction to MATLABOR 487<br/>F Computer Programs 492<br/>G Convergence to Higher Modes 501<br/>ANSWERS TO SELECTED PROBLEMS 506<br/>INDEX 519 |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
VIBRATION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
FREE VIBRATION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
OSCILLATORY MOTION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
HARMONICALLY EXCITED VIBRATION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
TRANSIENT VIBRATION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
VIBRATING SYSTEMS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
LAGRANGE'S EQUATION |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
RANDOM VIBRATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
NONLINEAR VIBRATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
VIBRATION OF CONTINUOUS SYSTEMS |
| 700 1# - Punto de acceso adicional - Nombre de persona |
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| Nombre personal |
Dillon Dahleh, Marie |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Tipo de ítem Koha |
Libro |
| Esquema de clasificación |
Clasificación Decinal Universal |
