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9789054107286

Vibrations, Dynamics and Structural Systems

by
  • ISBN13:

    9789054107286

  • ISBN10:

    9054107286

  • Edition: 2nd
  • Format: Hardcover
  • Copyright: 2000-09-20
  • Publisher: Routledge

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Supplemental Materials

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Summary

This textbook is the student edition of the work on vibrations, dynamics and structural systems. There are exercises included at the end of each chapter.

Table of Contents

Preface to second edition vii
Preface to first edition ix
Introduction
Introduction
1(1)
Brief History of Vibrations
2(2)
Comparison between Static and Dynamic Analysis
4(1)
D'Alembert's Principle
5(1)
Some Basic Definitions
5(4)
Dynamic Loading
9(1)
Finite Element Discretization
10(1)
Response of the System
11(1)
Types of Analysis
11(1)
Linear and Nonlinear Vibration
12(2)
References
12(2)
Free Vibration of Single Degree of Freedom System
Introduction
14(1)
Equation of Motion of Single Degree of Freedom (SDF) System
14(3)
Free Undamped Vibration of the SDF System
17(9)
Free Damped Vibration of SDF System
26(7)
Free Vibration with Coulomb Damping
33(2)
Energy Method and Free Torsional Vibration
35(8)
Logarithmic Decrement
43(13)
References
47(1)
Exercise 2
48(8)
Forced Vibration of Single Degree of Freedom System
Introduction
56(1)
Response of Damped Systems to Harmonic Loading
56(9)
Rotating Unbalance
65(2)
Reciprocating unbalance
67(2)
Whirling of Rotating Shafts
69(1)
Vibration Isolation and Transmissibility
70(4)
Energy Dissipation by Damping
74(4)
Equivalent Viscous Damping
78(1)
Self-excited Vibrations
79(3)
Vibration Measuring Seismic Instruments
82(4)
Response of Structures due to Transient Vibration
86(3)
Response of the SDF System to a General Type of Forcing Function
89(3)
Dynamic Load Factor and Response Spectrum
92(1)
Response due to Periodic Forces
93(8)
Response due to Nonperiodic Excitation
101(3)
Relationship between Complex Frequency Response Function and Unit Impluse Response Function
104(1)
Support Motion
105(2)
Response of SDF Systems Related to Earthquakes
107(3)
Techniques for Analysing Earthquake Response
110(14)
References
114(1)
Exercise 3
115(9)
Numerical Methods in Structural Analysis: Applied to SDF Systems
Introduction
124(1)
Direct Integral Techniques
124(13)
Numerical Evaluation of Duhamel's Integral
137(5)
Numerical Computation in Frequency Domain
142(8)
References
146(1)
Exercise 4
147(3)
Vibration of Two Degrees of Freedom System
Introduction
150(1)
Free Vibration of Undamped Two Degrees of Freedom Systems
150(4)
Torsional Vibration of Two Degrees of Freedom System
154(1)
Forced Vibration of Two Degrees of Freedom Undamped System
155(1)
Vibration Absorber
156(5)
Free Vibration of Two Degrees of Freedom System with Viscous Damping
161(1)
Coordinate Coupling
162(2)
Free Vibration of Damped Two Degrees of Freedom System
164(10)
References
169(1)
Exercise 5
169(5)
Free Vibration of Multiple Degrees of Freedom System
Introduction
174(1)
Equations of Motion of MDF Systems
174(3)
Free Undamped Vibration Analysis of MDF systems
177(1)
Orthogonality Relationship
178(2)
Eigenvalue Problem
180(1)
Determination of Absolute Displacement of Free Vibration of MDF Systems
181(5)
Eigenvalue Solution Techniques
186(1)
Dunkerley's Equation
187(3)
Holzer Method
190(4)
Transfer Matrix Method
194(7)
Myklestad Method
201(5)
Stodola's Method
206(8)
Matrix Deflation Procedure
214(3)
Rayleigh's Method
217(2)
Rayleigh-Ritz Method
219(2)
Subspace Iteration Method
221(1)
Simultaneous Iteration Method and Algorithm
222(1)
Geared Systems
223(1)
Branched Systems
224(2)
Reduction Methods for Dynamic Analysis
226(5)
Component Mode Synthesis Method
231(6)
Lagrange's Equation
237(9)
References
239(1)
Exercise 6
240(6)
Forced Vibration Analysis of Multiple Degrees of Freedom System
Introduction
246(1)
Mode Superposition Method for the Determination of Response of MDF System
246(4)
Mode Acceleration Method for the Determination of Response of MDF System
250(2)
Response of MDF Systems under the Action of Transient Forces
252(5)
Damping in MDF Systems
257(9)
Response of MDF Systems to Support Motion
266(3)
Earthquake Spectrum Analysis of Structures having MDF Systems
269(2)
Use of Response Spectra for Designing MDF Systems
271(4)
Direct Integration for Determining Response of MDF Systems
275(4)
Complex Matrix Inversion Method for Forced Vibration Analysis of MDF Systems
279(1)
Frequency Domain Analysis of MDF Systems by Modal Superposition for Harmonic Loads
280(2)
Frequency Domain Analysis of Direct Frequency Response Method
282(7)
References
284(1)
Exercise 7
284(5)
Free Vibration Analysis of Continuous Systems
Introduction
289(1)
Vibration of Strings
289(6)
Free Longitudinal Vibration of a Bar
295(4)
Free Torsional Vibration of the Shaft
299(3)
Free Flexural Vibration of Beams
302(2)
Free Flexural Vibration of Simply Supported Beam
304(2)
Free Flexural Vibration of Beams with Other End Conditions
306(2)
Free Flexural Vibration of Beams with General End Conditions
308(6)
Orthogonality Properties of Normal Modes
314(3)
Effect of Rotary Inertia on the Free Flexural Vibration of Beams
317(3)
Free Vibration of the Shear Beam
320(2)
Effect of Axial Force on the Free Flexural Vibration of Beams
322(2)
Free Vibration of Beams Including Shear Deformation and Rotary Inertia Effects
324(3)
Collocation Method for Obtaining Normal Modes of Vibration of a Continuous Systems
327(4)
Rayleigh's Quotient for Fundamental Frequency
331(2)
Rayleigh-Ritz Method for Determining Natural Frequencies for Continuous Systems
333(3)
Vibration of Membranes
336(3)
Transverse Vibration of Rectangular Thin Plates
339(10)
References
345(1)
Exercise 8
345(4)
Forced Vibration of Continuous Systems
Introduction
349(1)
Forced Axial Vibration of Bars
349(3)
Forced Vibration of the Shear Beam under Ground Motion Excitation
352(3)
Forced Vibration of Flexural Member
355(4)
Forced Transverse Vibration of Uniform Damped Beam
359(1)
Forced Vibration of Flexural Member subjected to Ground Motion Excitation
360(2)
Response of Beams due to Moving Loads
362(9)
References
365(1)
Exercise 9
366(5)
Dynamic Direct Stiffness Method
Introduction
371(1)
Continuous Beam
371(3)
Method Analogous to Classical Methods in Statical Analysis
374(2)
Dynamic Stiffness Matrix in Bending
376(6)
Dynamic Stiffness Matrix for Flexural and Rigid Axial Displacements
382(3)
Dynamic Stiffness Matrix of a Bar Undergoing Axial Deformation
385(1)
Dynamic Stiffness Matrix of a Bar subjected to Axial and Bending Deformation
386(4)
Beam Segments with Distributed Mass Having Shear Deformation and Rotary Inertia
390(7)
References
395(1)
Exercise 10
395(2)
Vibration of Ship and Aircraft as A Beam
Introduction
397(1)
Shift in Stiffness Matrix
397(1)
Added Mass of a Ship
398(2)
Flexibility Matrix Method for Determining Natural Frequencies of a Free-free Beam in Vertical Vibration
400(5)
Flexibility Matrix Method for the Analysis of Coupled Horizontal and Torsional Vibration
405(4)
Numerical Examples
409(5)
References
412(1)
Exercise 11
412(2)
Finite Element Method in Vibration Analysis
Introduction to the Finite Element Method
414(1)
Torsional Vibration of Shafts
414(4)
Axial Vibration of Rods
418(3)
Flexural Vibration of Beams
421(3)
Vibration of Timoshenko Beams
424(5)
Inplane Vibration of Plates
429(7)
Flexural Vibration of Plates
436(2)
Flexural Vibrations of Plates using Isoparametric Elements
438(8)
Periodic Structures
446(16)
References
457(2)
Exercise 12
459(3)
Finite Difference Method for the Vibration Analysis of Beams And Plates
Introduction to the Finite Difference Method
462(1)
Central Difference Method
462(2)
Free Vibration of Beams
464(2)
Free Vibration of Rectangular Plates
466(2)
Semianalytic Finite Difference Method for Free Vibration Analysis of Rectangular Plates
468(3)
Semianalytic Finite Difference Method for Forced Vibration Analysis of Plates
471(3)
Spline Finite Strip Method of Analysis of Plate Vibration
474(12)
References
484(1)
Exercise 13
485(1)
Nonlinear Vibration
Introduction
486(1)
Perturbation Method
487(3)
Step-by-Step Integration
490(6)
References
495(1)
Random Vibrations
Introduction
496(1)
Random Process
496(1)
Probability Distributions
497(4)
Ensemble Averages, Mean and Autocotrelation
501(3)
Stationary Process, Ergodic Process and Temporal Averages
504(3)
Power Spectral Density
507(1)
Relationship between Autocorrelation Function and Power Spectral Density
508(3)
Random Response of SDF Systems
511(3)
Random Response of MDF Systems
514(5)
Response of Flexural Beams under Random Loading
519(2)
Finite Element Random Response of Plates
521(8)
References
525(1)
Exercise 15
526(3)
Computer Programme in Vibration Analysis
Introduction
529(1)
Computer Programme for Forced Vibration Analysis
529(1)
Computer Programme for Random Vibration Analysis
530(2)
Computer Programme for Free Vibration Analysis of Framed Structures
532(20)
Computer Programme for Free Vibration Analysis of Ships by Flexibility Matrix Method
552(7)
Computer Programme for the Free Vibration Analysis of Plates
559(14)
References
572(1)
Appendix A: THE STIFFNESS MATRIX
A.1 Stiffness Matrix
573(1)
A.2 Direct Stiffness Method
574(7)
Appendix B: TABLE FOR SPRING STIFFNESS 581(1)
Index 582

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