Dynamics of structures / (Registro nro. 11114)
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| 000 -Cabecera | |
|---|---|
| Campo de control de longitud fija | 13441nam a2200373 a 4500 |
| 003 - Identificador del Número de control | |
| Identificador del número de control | AR-sfUTN |
| 008 - Códigos de información de longitud fija-Información general | |
| Códigos de información de longitud fija | 170717b ||||| |||| 00| 0 d |
| 020 ## - ISBN | |
| ISBN | 0070113947 |
| 040 ## - Fuente de la catalogación | |
| Centro transcriptor | AR-sfUTN |
| 041 ## - Código de lengua | |
| Código de lengua del texto | eng |
| 080 ## - CDU | |
| Clasificación Decimal Universal | 624.042.8 C625 |
| Edición de la CDU | 2000 |
| 100 1# - Punto de acceso principal-Nombre de persona | |
| Nombre personal | Clough, Ray W. |
| 245 10 - Mención de título | |
| Título | Dynamics of structures / |
| Mención de responsabilidad | Ray W. Clough, Joseph Penzien. |
| 250 ## - Mención de edición | |
| Mención de edición | 2nd |
| 260 ## - Publicación, distribución, etc. (pie de imprenta) | |
| Lugar de publicación, distribución, etc. | New York: |
| Nombre del editor, distribuidor, etc. | McGraw-Hill, |
| Fecha de publicación, distribución, etc. | 1993 |
| 300 ## - Descripción física | |
| Extensión | 738 p. |
| 336 ## - Tipo de contenido | |
| Fuente | rdacontent |
| Término de tipo de contenido | texto |
| Código de tipo de contenido | txt |
| 337 ## - Tipo de medio | |
| Fuente | rdamedia |
| Nombre del tipo de medio | sin mediación |
| Código del tipo de medio | n |
| 338 ## - Tipo de soporte | |
| Fuente | rdacarrier |
| Nombre del tipo de soporte | volumen |
| Código del tipo de soporte | nc |
| 505 80 - Nota de contenido con formato | |
| Nota de contenido con formato | CONTENIDO<br/>Preface xv<br/>List of Symbols xvii<br/>1. Overview of Structural Dynamics 1<br/>Fundamental Objective of Structural Dynamics Analysis 1<br/>Types of Prescribed Loadings 2<br/>Essential Characteristics of a Dynamic Problem 3<br/>Methods of Discretization 4<br/>Lumped-Mass Procedure 4<br/>Generalized Displacements 5<br/>The Finite-Element Concept 7<br/>Formulation of the Equations of Motion 9<br/>Direct Equilibration using d´Alembert´s Principle 9<br/>Principle of Virtual Displacements 10<br/>Variation al Approach 10<br/>PART I. SINGLE-DEGREE-OF-FREEDOM SYSTEMS 2<br/>2. Analysis of Free Vibrations 15<br/>Components of the Basic Dynamic System 15<br/>Equation of Motion of the Basic Dynamic System 16<br/>Influence of Gravitational Forces 17<br/>Influence of Support Excitation 18<br/>Analysis of Undraped Free Vibrations 20<br/>Damped Free Vibrations 25<br/>Critically-Damped Systems 26<br/>Under critically-Damped Systems 27<br/>Over critically-Damped Systems 32<br/>3. Response to Harmonic Loading 33<br/>Undraped System 33<br/>Complementary Solution 33<br/>Particular Solution 33<br/>General Solution 34<br/>System with Viscous Damping 36<br/>Resonant Response 42<br/>Accelerometers and Displacement Meters 45<br/>Vibration Isolation 46<br/>Evaluation of Viscous-Damping Ratio 52<br/>Free-Vibration Decay Method 52<br/>Resonant Amplification Method 53<br/>Half-Power (Band-Width) Method 54<br/>Resonance Energy Loss per Cycle Method 56<br/>Complex-Stiffness Damping 58<br/>4. Response to Periodic Loading 65<br/>Fourier series Expressions of Periodic Loading 65<br/>Trigonometric Form 65<br/>Exponential Form 66<br/>Response to the Fourier series Loading 67<br/>Preview of Frequency-Domain Analysis 69<br/>5. Response to Impulsive Loading 73<br/>General Nature of Impulsive Loading 73<br/>Sine-Wave Impulse 74<br/>Rectangular Impulse 77<br/>Triangular Impulse 78<br/>Shock or Response Spectra 79<br/>Approximate Analysis of Impulsive-Load Response 82<br/>6. Response to General Dynamic Loading: Superposition Methods 87<br/>Analysis through the Time Domain 87<br/>Formulation of Response Integral 87<br/>Numerical Evaluation of Response Integral 89<br/>Analysis through the Frequency Domain 97<br/>Fourier Response Integral 98<br/>Discrete Fourier Transforms (DVF) 100<br/>Fast Fourier Transforms (FFT) 102<br/>Evaluation of Dynamic Response 106<br/>Relationship between the Time- and Frequency-Domain Transfer Functions 109<br/>7. Response to General Dynamic Loading: Step-by-Step Methods 111<br/>General Concepts 111<br/>Piecewise Exact Method 112<br/>Numerical Approximation Procedures General Comments 116<br/>Second Central Difference Formulation 117<br/>Integration Methods 120<br/>Euler-Gauss Procedure 120<br/>New mark Beta Methods 121<br/>Conversion to Explicit Formulation 123<br/>Incremental Formulation for Nonlinear Analysis 124<br/>Summary of the Linear Acceleration Procedure 127<br/>8. Generalized Single-Degree-of-Freedom Systems 133<br/>General Comments on SDOF Systems 133<br/>Generalized Properties: Assemblages of Rigid Bodies 134<br/>Generalized Properties: Distributed Flexibility 140<br/>Expressions for Generalized System Properties 145<br/>Vibration Analysis by Rayleigh's Method 149<br/>Selection of the Rayleigh Vibration Shape 152<br/>Improved Rayleigh Method 156<br/>PART II. MULTI-DEGREE-OF-FREEDOM SYSTEMS 159<br/>9. Formulation of the MDOF Equations of Motion 169<br/>Selection of the Degrees of Freedom 169<br/>Dynamic-Equilibrium Condition 171<br/>Axial-Force Effects 173<br/>10. Evaluation of Structural-Property Matrices 175<br/>Elastic Properties 175<br/>Flexibility 175<br/>Stiffness 176<br/>Basic Structural Concepts 177<br/>Finite-Element Stiffness 179<br/>Mass Properties 184<br/>Lumped-Mass Matrix 184<br/>Consistent-Mass Matrix 185<br/>Damping Properties 189<br/>External Loading 189<br/>Static Resultants 190<br/>Consistent Nodal Loads 190<br/>Geometric Stiffness 191<br/>Linear Approximation 191<br/>Consistent Geometric Stiffness 194<br/>Choice of Property Formulation 196<br/>Undamped Free Vibrations 201<br/>Analysis of Vibration Frequencies 201<br/>Analysis of Vibration Mode Shapes 204<br/>Flexibility Formulation of Vibration Analysis 208<br/>Influence of Axial Forces 208<br/>Free Vibrations 208<br/>Buckling Load 209<br/>Buckling with Harmonic Excitation 210<br/>Orthogonality Conditions 211<br/>Basic Conditions 211<br/>Additional Relationships 212<br/>Normalizing 214<br/>12. Analysis of Dynamic Response Using Superposition 219<br/>Normal Coordinates 219<br/>Uncoupled Equations of Motion: Undamped 221<br/>Uncoupled Equations of Motion: Viscous Damping 222<br/>Response Analysis by Mode Displacement Superposition 223<br/>Viscous Damping 223<br/>Complex-Stiffness Damping 230<br/>Construction of Proportional Viscous Damping Matrices 234<br/>Rayleigh Damping 234<br/>Extended Rayleigh Damping 237<br/>Alternative Formulation 240<br/>Construction of Nonproportional Damping Matrices 242<br/>Response Analysis using Coupled Equations of Motion 245<br/>Time Domain 245<br/>Frequency Domain 246<br/>Relationship between Time- and Frequency- Domain Transfer Functions 247<br/>Practical Procedure for solving Coupled Equations of Motion 251<br/>Interpolation Procedure for Generation of Transfer Functions 254<br/>13. Vibration Analysis by Matrix Iteration 259<br/>Preliminary Comments 259<br/>Fundamental Mode Analysis 260<br/>Proof of Convergence 265<br/>Analysis of Higher Modes 267<br/>Second-Mode Analysis 267<br/>Analysis of Third and Higher Modes 271<br/>Analysis of Highest Mode 272<br/>Buckling Analysis by Matrix Iteration 275<br/>Inverse Iteration the Preferred Procedure 279<br/>Inverse Iteration with Shifts 281<br/>Special Eigenproblem Topics 285<br/>Eigenproperty Expansion 286<br/>Symmetric Form of Dynamic Matrix 288<br/>Analysis of Unconstrained Structures 290<br/>14. Selection of Dynamic Degrees of Freedom 293<br/>Finite-Element Degrees of Freedom 293<br/>One-Dimensional Elements 294<br/>Two- and Three-Dimensional Elements 294<br/>Kinematic Constraints 295<br/>Static Condensation 296<br/>Rayleigh Method in Discrete Coordinates 298<br/>Rayleigh-Ritz Method 299<br/>Subspace Iteration 304<br/>Reduction of Modal Truncation Errors 306<br/>General Comments on Coordinate Reduction 306<br/>Modal Contributions 307<br/>Static Correction Procedure 311<br/>Mode Acceleration Method 313<br/>Derived Ritz Vectors 314<br/>Preliminary Comments 314<br/>Derivation Details 316<br/>Tridiagonal Equations of Motion 319<br/>Loss of Orthogonality 322<br/>Required Number of Vectors 323<br/>15. Analysis of MDOF Dynamic Response: Step-by-Step Methods 325<br/>Preliminary Comments 325<br/>Incremental Equations of Motion 327<br/>Step-by-Step Integration: Constant Average Acceleration Method 328<br/>Step-by-Step Integration: Linear Acceleration Method 330<br/>Strategies for Analysis of Coupled MDOF Systems 332<br/>Localized Nonlinearity 332<br/>Coupled Effects Treated as Pseudo-Forces 336<br/>16. Variational Formulation of the Equations of Motion 341<br/>Generalized Coordinates 341<br/>Hamilton's Principle 342<br/>Lagrange's Equations of Motion 344<br/>Derivation of the General Equations of Motion for Linear Systems 351<br/>Constraints and Lagrange Multipliers 356<br/>PART III. DISTRIBUTED-PARAMETER SYSTEMS<br/>17. Partial Differential Equations of Motion 365<br/>Beam Flexure: Elementary Case 366<br/>Beam Flexure: Including Axial-Force Effects 368<br/>Beam Flexure: Including Viscous Damping 369<br/>Beam Flexure: Generalized Support Excitations 370<br/>Axial Deformations: Undamped 373<br/>18. Analysis of Undamped Free Vibrations 377<br/>Beam Flexure: Elementary Case 377<br/>Beam Flexure: Including Axial-Force Effects 386<br/>Beam Flexure: With Distributed Elastic Support 388<br/>Beam Flexure: Orthogonality of Vibration Mode Shapes 389<br/>Free Vibrations in Axial Deformation 391<br/>Orthogonality of Axial Vibration Modes 392<br/>19. Analysis of Dynamic Response 397<br/>Normal Coordinates 397<br/>Uncoupled Flexural Equations of Motion: Undamped Case 400<br/>Uncoupled Flexural Equations of Motion: Damped Case 403<br/>Uncoupled Axial Equations of Motion: Undamped Case 407<br/>Wave-Propagation Analysis 411<br/>Basic Axial-Wave-Propagation Equation 411<br/>Consideration of Boundary Conditions 415<br/>Discontinuity in Bar Properties 418<br/>PART IV. RANDOM VIBRATIONS<br/>20. Probability Theory 427<br/>Single Random Variable 427<br/>Important Averages of a Single Random Variable 432<br/>One-Dimensional Random Walk 434<br/>Two Random Variables 442<br/>Important Averages of Two Random Variables 451<br/>Scatter Diagram and Correlation of Two Random Variables 455<br/>Principal Axes of Joint Probability Density Function 458<br/>Rayleigh Probability Density Function 461<br/>Random Variables 463<br/>Linear Transformations of Normally Distributed Random Variables 465<br/>21. Random Processes 471<br/>Definition 471<br/>Stationary and Ergodic Processes 473<br/>Autocorrelation Function for Stationary Processes 478<br/>Power Spectral Density Function for Stationary Processes 484<br/>Relationship Between Power Spectral Density and Autocorrelation Functions 485<br/>Power Spectral Density and Autocorrelation Functions for Derivatives of Processes 488<br/>Superposition of Stationary Processes 490<br/>Stationary Gaussian Processes: One Independent Variable 492<br/>Stationary White Noise 498<br/>Probability Distribution for Maxima 501<br/>Probability Distribution for Extreme Values 506<br/>Nonstationary Gaussian Processes 510<br/>Stationary Gaussian Process: Two or More Independent Variables 511<br/>22. Stochastic Response of Linear SDOF Systems 517<br/>Transfer Functions 517<br/>Relationship between Input and Output Autocorrelation Functions 518<br/>Relationship between Input and Output Power Spectral Density Functions 522<br/>Response Characteristics for Narrowband Systems 524<br/>Nonstationary Mean Square Response Resulting from Zero Initial Conditions 528<br/>Fatigue Predictions for Narrowband Systems 532<br/>23. Stochastic Response of Linear MDOF Systems 539<br/>Time-Domain Response for Linear Systems using Normal Modes 539<br/>Frequency-Domain Response for Linear Systems using Normal Modes 541<br/>Normal Mode Forcing Function due to Discrete Loadings 543<br/>Normal Mode Forcing Function due to Distributed Loadings 547<br/>Frequency-Domain Response for Linear Systems having Frequency-Dependent Parameters and/or Coupled Normal Modes 548<br/>PART V. EARTHQUAKE ENGINEERING<br/>24. Seismological Background 555<br/>Introductory Note 555<br/>Seismicity 556<br/>Earthquake Faults and Waves 558<br/>Structure of the Earth 559<br/>Plate Tectonics 563<br/>Elastic-Rebound Theory of Earthquakes 567<br/>Measures of Earthquake Size 571<br/>25. Free-Field Surface Ground Motions 575<br/>Fourier and Response Spectra 575<br/>Factors influencing Response Spectra 581<br/>Design Response Spectra 586<br/>Dual Strategy of Seismic Design 586<br/>Peak Ground Accelerations 587<br/>Response Spectrum Shapes 590<br/>Uniform-Hazard Site-Specific Response Spectra 595<br/>Two Horizontal Components of Motion 597<br/>Design Accelerograms 597<br/>Response Spectrum Compatible Accelerograms 598<br/>Principal Axes of Motion 603<br/>Spatially Correlated Motions 607<br/>26. Deterministic Earthquake Response: Systems on Rigid Foundations 613<br/>Types of Earthquake Excitation 613<br/>Response to Rigid-Soil Excitations 615<br/>Lumped SDOF Elastic Systems, Translational Excitation 615<br/>Generalized-Coordinate SDOF Elastic Systems, Translational Excitation 617<br/>Lumped MDOF Elastic Systems, Translational Excitation 623<br/>Comparison with ATC-3 Recommended Code Provisions 638<br/>Distributed-Parameter Elastic Systems, Translational Excitation 640<br/>Lumped MDOF Elastic Systems, Rotational Excitation 642<br/>Lumped MDOF Elastic Systems, Multiple Excitations 644<br/>Lumped SDOF Elastic-Plastic Systems, Translational Excitation 647<br/>Combining Maximum Modal Responses 650<br/>Mean Square Response of a Single Mode 650<br/>Covariance of Response Produced by Two Modes 652<br/>SRSS and CQC Combination of Modal Responses 653<br/>Combining Two-Component-Excitation Responses 657<br/>27. Deterministic Earthquake Response: Including Soil-Structure 660<br/>Soil-Structure Interaction by Direct Analysis 669<br/>Kinematic Interaction for Translational Excitation; the Tau Effect 670<br/>Direct Inclusion of a Bounded Soil Layer 673<br/>Substructure Analysis of SSI Response 674<br/>Lumped SDOF Systems on Rigid Mat Foundation 674<br/>General MDOF System with Multiple Support Excitations 679<br/>Generation of Boundary Impedances 689<br/>Response of Underground Structures 704<br/>Free-Field Ground Motions due to Propagating Plane Waves 704<br/>Racking Deformations of Cross Sections 705<br/>Overall Axial and Flexural Deformations 706<br/>Influence of Transverse Joints on Axial Deformations 709<br/>28. Stochastic Structural Response 711<br/>Modeling of Strong Ground Motions 711<br/>Stochastic Response of Linear Systems 711<br/>SDOF Systems 711<br/>MDOF Systems 712<br/>Extreme-Value Response of Nonlinear Systems 713<br/>SDOF Systems 713<br/>MDOF Systems 723<br/>Design Considerations 726<br/>Allowable Ductility Demand versus Ductility Capacity 729<br/>Index 731 |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | STRUCTURAL DYNAMICS |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | FREE VIBRATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | HARMONIC LOADING |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | PERIODIC LOADING |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | IMPULSIVE LOADING |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | SUPERPOSITION METHODS |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | STEP-BY STEP-METHOD |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | CARGA DINAMICA |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | DINAMICA-ESTRUCTURAS |
| 650 ## - Punto de acceso adicional de materia - Término de materia | |
| Término de materia | DINAMICA ESTRUCTURAL |
| 700 1# - Punto de acceso adicional - Nombre de persona | |
| Nombre personal | Penzien, Joseph |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Tipo de ítem Koha | Libro |
| Esquema de clasificación | Clasificación Decinal Universal |
| Estado | Estado perdido | Estado de conservación | Tipo de préstamo | Biblioteca | Biblioteca | Fecha de adquisición | Número de inventario | Total Checkouts | ST completa de Koha | Código de barras | Date last seen | Date last checked out | Precio efectivo a partir de | Tipo de ítem Koha |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Sólo Consulta | Facultad Regional Santa Fe - Biblioteca "Rector Comodoro Ing. Jorge Omar Conca" | Facultad Regional Santa Fe - Biblioteca "Rector Comodoro Ing. Jorge Omar Conca" | 02/02/2018 | 7005 | 2 | 624.042.8 C625 | 7005 | 06/06/2022 | 06/06/2022 | 02/02/2018 | Libro |