MARC ayrıntıları
| 000 -LEADER |
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| fixed length control field |
16060nam a2200349 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
111115s2012 flua b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
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| LC control number |
2011046841 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780415620864 |
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| International Standard Book Number |
0415620864 |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)748331521 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Transcribing agency |
DLC |
| Modifying agency |
BTCTA |
| -- |
YDXCP |
| -- |
CDX |
| -- |
BWX |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA654 |
| Item number |
.H79 2012 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
23 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Humar, J. L |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Dynamics of structures / |
| Statement of responsibility, etc |
Jagmohan L. Humar |
| 250 ## - EDITION STATEMENT |
|---|
| Edition statement |
3rd ed |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Boca Raton, FL : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press - Taylor and Francis Croup, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2012] |
|
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| Date of production, publication, distribution, manufacture, or copyright notice |
©2012 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xxvii, 1028 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
26 cm |
| 336 ## - CONTENT TYPE |
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| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 500 ## - GENERAL NOTE |
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| General note |
"A Balkema Book." |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references and index |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
Contents |
| -- |
Preface |
| -- |
Preface to Second Edition |
| -- |
List of symbols |
| -- |
1. Introduction |
| -- |
1.1. Objectives of the study of structural dynamics |
| -- |
1.2. Importance of vibration analysis |
| -- |
1.3. Nature of exciting forces |
| -- |
1.3.1. Dynamic forces caused by rotating machinery |
| -- |
1.3.2. Wind loads |
| -- |
1.3.3. Blast loads |
| -- |
1.3.4. Dynamic forces caused by earthquakes |
| -- |
1.3.5. Periodic and nonperiodic loads |
| -- |
1.3.6. Deterministic and nondeterministic loads |
| -- |
1.4. Mathematical modeling of dynamic systems |
| -- |
1.5. Systems of units |
| -- |
1.6. Organization of the text |
| -- |
PART 1 |
| -- |
2. Formulation of the equations of motion: Single-degree-of-freedom systems |
| -- |
2.1. Introduction |
| -- |
2.2. Inertia forces |
| -- |
2.3. Resultants of inertia forces on a rigid body |
| -- |
2.4. Spring forces |
| -- |
2.5. Damping forces |
| -- |
2.6. Principle of virtual displacement |
| -- |
2.7. Formulation of the equations of motion |
| -- |
2.7.1. Systems with localized mass and localized stiffness |
| -- |
2.7.2. Systems with localized mass but distributed stiffness |
| -- |
2.7.3. Systems with distributed mass but localized stiffness |
| -- |
2.7.4. Systems with distributed stiffness and distributed mass |
| -- |
2.8. Modeling of multi-degree-of-freedom discrete parameter system |
| -- |
2.9. Effect of gravity load |
| -- |
2.10. Axial force effect |
| -- |
2.11. Effect of support motion |
| -- |
Selected readings |
| -- |
Problems |
| -- |
3. Formulation of the equations of motion: Multi-degree-of-freedom systems |
| -- |
3.1. Introduction |
| -- |
3.2. Principal forces in multi-degree-of-freedom dynamic system |
| -- |
3.2.1. Inertia forces |
| -- |
3.2.2. Forces arising due to elasticity |
| -- |
3.2.3. Damping forces |
| -- |
3.2.4. Axial force effects |
| -- |
3.3. Formulation of the equations of motion |
| -- |
3.3.1. Systems with localized mass and localized stiffness |
| -- |
3.3.2. Systems with localized mass but distributed stiffness |
| -- |
3.3.3. Systems with distributed mass but localized stiffness |
| -- |
3.3.4. Systems with distributed mass and distributed stiffness |
| -- |
3.4. Transformation of coordinates |
| -- |
3.5. Static condensation of stiffness matrix |
| -- |
3.6. Application of Ritz method to discrete systems |
| -- |
Selected readings |
| -- |
Problems |
| -- |
4. Principles of analytical mechanics |
| -- |
4.1. Introduction |
| -- |
4.2. Generalized coordinates |
| -- |
4.3. Constraints |
| -- |
4.4. Virtual work |
| -- |
4.5. Generalized forces |
| -- |
4.6. Conservative forces and potential energy |
| -- |
4.7. Work function |
| -- |
4.8. Lagrangian multipliers |
| -- |
4.9. Virtual work equation for dynamical systems |
| -- |
4.10. Hamilton's equation |
| -- |
4.11. Lagrange's equation |
| -- |
4.12. Constraint conditions and Lagrangian multipliers |
| -- |
4.13. Lagrange's equations for multi-degree-of-freedom systems |
| -- |
4.14. Rayleigh's dissipation function |
| -- |
Selected readings |
| -- |
Problems |
| -- |
PART 2 |
| -- |
5. Free vibration response: Single-degree-of-freedom system |
| -- |
5.1. Introduction |
| -- |
5.2. Undamped free vibration |
| -- |
5.2.1. Phase plane diagram |
| -- |
5.3. Free vibrations with viscous damping |
| -- |
5.3.1. Critically damped system |
| -- |
5.3.2. Overdamped system |
| -- |
5.3.3. Underdamped system |
| -- |
5.3.4. Phase plane diagram |
| -- |
5.3.5. Logarithmic decrement |
| -- |
5.4. Damped free vibration with hysteretic damping |
| -- |
5.5. Damped free vibration with coulomb damping |
| -- |
5.5.1. Phase plane representation of vibrations under Coulomb damping |
| -- |
Selected readings |
| -- |
Problems |
| -- |
6. Forced harmonic vibrations: Single-degree-of-freedom system |
| -- |
6.1. Introduction |
| -- |
6.2. Procedures for the solution of the forced vibration equation |
| -- |
6.3. Undamped harmonic vibration |
| -- |
6.4. Resonant response of an undamped system |
| -- |
6.5. Damped harmonic vibration |
| -- |
6.6. Complex frequency response |
| -- |
6.7. Resonant response of a damped system |
| -- |
6.8. Rotating unbalanced force |
| -- |
6.9. Transmitted motion due to support movement |
| -- |
6.10. Transmissibility and vibration isolation |
| -- |
6.11. Vibration measuring instruments |
| -- |
6.11.1. Measurement of support acceleration |
| -- |
6.11.2. Measurement of support displacement |
| -- |
6.12. Energy dissipated in viscous damping |
| -- |
6.13. Hysteretic damping |
| -- |
6.14. Complex stiffness |
| -- |
6.15. Coulomb damping |
| -- |
6.16. Measurement of damping |
| -- |
6.16.1. Free vibration decay |
| -- |
6.16.2. Forced-vibration response |
| -- |
Selected readings |
| -- |
Problems |
| -- |
7. Response to general dynamic loading and transient response |
| -- |
7.1. Introduction |
| -- |
7.2. Response to an Impulsive Force |
| -- |
7.3. Response to general dynamic loading |
| -- |
7.4. Response to a step function load |
| -- |
7.5. Response to a ramp function load |
| -- |
7.6. Response to a step function load with rise time |
| -- |
7.7. Response to shock loading |
| -- |
7.7.1. Rectangular pulse |
| -- |
7.7.2. Triangular pulse |
| -- |
7.7.3. Sinusoidal pulse |
| -- |
7.7.4. Effect of viscous damping |
| -- |
7.7.5. Approximate response analysis for short-duration pulses |
| -- |
7.8. Response to ground motion |
| -- |
7.8.1. Response to a short-duration ground motion pulse |
| -- |
7.9. Analysis of response by the phase plane diagram |
| -- |
Selected readings |
| -- |
Problems |
| -- |
8. Analysis of single-degree-of-freedom systems: Approximate and numerical methods |
| -- |
8.1. Introduction |
| -- |
8.2. Conservation of energy |
| -- |
8.3. Application of Rayleigh method to multi-degree-of-freedom systems |
| -- |
8.3.1. Flexural vibrations of a beam |
| -- |
8.4. Improved Rayleigh method |
| -- |
8.5. Selection of an appropriate vibration shape |
| -- |
8.6. Systems with distributed mass and stiffness: analysis of internal forces |
| -- |
8.7. Numerical evaluation of Duhamel's integral |
| -- |
8.7.1. Rectangular summation |
| -- |
8.7.2. Trapezoidal method |
| -- |
8.7.3. Simpson's method |
| -- |
8.8. Direct integration of the equations of motion |
| -- |
8.9. Integration based on piece-wise linear representation of the excitation |
| -- |
8.10. Derivation of general formulas |
| -- |
8.11. Constant-acceleration method |
| -- |
8.12. Newmark's β method |
| -- |
8.12.1. Average acceleration method |
| -- |
8.12.2. Linear acceleration method |
| -- |
8.13. Wilson-method |
| -- |
8.14. Methods based on difference expressions |
| -- |
8.14.1. Central difference method |
| -- |
8.14.2. Houbolt's method |
| -- |
8.15. Errors involved in numerical integration |
| -- |
8.16. Stability of the integration method |
| -- |
8.16.1. Newmark's β method |
| -- |
8.16.2. Wilson-method |
| -- |
8.16.3. Central difference method |
| -- |
8.16.4. Houbolt's method |
| -- |
8.17. Selection of a numerical integration method |
| -- |
8.18. Selection of time step |
| -- |
Selected readings |
| -- |
Problems |
| -- |
9. Analysis of response in the frequency domain |
| -- |
9.1. Transform methods of analysis |
| -- |
9.2. Fourier series representation of a periodic function |
| -- |
9.3. Response to a periodically applied load |
| -- |
9.4. Exponential form of Fourier series |
| -- |
9.5. Complex frequency response function |
| -- |
9.6. Fourier integral representation of a nonperiodic load |
| -- |
9.7. Response to a nonperiodic load |
| -- |
9.8. Convolution integral and convolution theorem |
| -- |
9.9. Discrete Fourier transform |
| -- |
9.10. Discrete convolution and discrete convolution theorem |
| -- |
9.11. Comparison of continuous and discrete fourier transforms |
| -- |
9.12. Application of discrete inverse transform |
| -- |
9.13. Comparison between continuous and discrete convolution |
| -- |
9.14. Discrete convolution of an infinite- and a finite-duration waveform |
| -- |
9.15. Corrective response superposition methods |
| -- |
9.15.1. Corrective transient response based on initial conditions |
| -- |
9.15.2. Corrective periodic response based on initial conditions |
| -- |
9.15.3. Corrective responses obtained from a pair of force pulses |
| -- |
9.16. Exponential window method |
| -- |
9.17. The fast Fourier transform |
| -- |
9.18. Theoretical background to fast Fourier transform |
| -- |
9.19. Computing speed of FFT convolution |
| -- |
Selected readings |
| -- |
Problems |
| -- |
PART 3 |
| -- |
10. Free vibration response: Multi-degree-of-freedom system |
| -- |
10.1. Introduction |
| -- |
10.2. Standard eigenvalue problem |
| -- |
10.3. Linearized eigenvalue problem and its properties |
| -- |
10.4. Expansion theorem |
| -- |
10.5. Rayleigh quotient |
| -- |
10.6. Solution of the undamped free vibration problem |
| -- |
10.7. Mode superposition analysis of free-vibration response |
| -- |
10.8. Solution of the damped free-vibration problem |
| -- |
10.9. Additional orthogonality conditions |
| -- |
10.10. Damping orthogonality |
| -- |
Selected readings |
| -- |
Problems |
| -- |
11. Numerical solution of the eigenproblem |
| -- |
11.1. Introduction |
| -- |
11.2. Properties of standard eigenvalues and eigenvectors |
| -- |
11.3. Transformation of a linearized eigenvalue |
|
|---|
| Title |
problem to the standard form |
| -- |
11.4. Transformation methods |
| -- |
11.4.1. Jacobi diagonalization |
| -- |
11.4.2. Householder's transformation |
| -- |
11.4.3. QR transformation |
| -- |
11.5. Iteration methods |
| -- |
11.5.1. Vector iteration |
| -- |
11.5.2. Inverse vector iteration |
| -- |
11.5.3. Vector iteration with shifts |
| -- |
11.5.4. Subspace iteration |
| -- |
11.5.5. Lanczos iteration |
| -- |
11.6. Determinant search method |
| -- |
11.7. Numerical solution of complex eigenvalue problem |
| -- |
11.7.1. Eigenvalue problem and the orthogonality relationship |
| -- |
11.7.2. Matrix iteration for determining the complex eigenvalues |
| -- |
11.8. Semidefinite or unrestrained systems |
| -- |
11.8.1. Characteristics of an unrestrained system |
| -- |
11.8.2. Eigenvalue solution of a semidefinite system |
| -- |
11.9. Selection of a method for the determination of eigenvalues |
| -- |
Selected readings |
| -- |
Problems |
| -- |
12. Forced dynamic response: Multi-degree-of-freedom systems |
| -- |
12.1. Introduction |
| -- |
12.2. Normal coordinate transformation |
| -- |
12.3. Summary of mode superposition method |
| -- |
12.4. Complex frequency response |
| -- |
12.5. Vibration absorbers |
| -- |
12.6. Effect of support excitation |
| -- |
12.7. Forced vibration of unrestrained system |
| -- |
Selected readings |
| -- |
Problems |
| -- |
13. Analysis of multi-degree-of-freedom systems: Approximate and numerical methods |
| -- |
13.1. Introduction |
| -- |
13.2. Rayleigh-Ritz method |
| -- |
13.3. Application of Ritz method to forced vibration response |
| -- |
13.3.1. Mode superposition method |
| -- |
13.3.2. Mode acceleration method |
| -- |
13.3.3. Static condensation and Guyan's reduction |
| -- |
13.3.4. Load-dependent Ritz vectors |
| -- |
13.3.5. Application of lanczos vectors in the transformation of the equations of motion |
| -- |
13.4. Direct integration of the equations of motion |
| -- |
13.4.1. Explicit integration schemes |
| -- |
13.4.2. Implicit integration schemes |
| -- |
13.4.3. Mixed methods in direct integration |
| -- |
13.5. Analysis in the frequency domain |
| -- |
13.5.1. Frequency analysis of systems with classical mode shapes |
| -- |
13.5.2. Frequency analysis of systems without classical mode shapes |
| -- |
Selected readings |
| -- |
Problems |
| -- |
PART 4 |
| -- |
14. Formulation of the equations of motion: Continuous systems |
| -- |
14.1. Introduction |
| -- |
14.2. Transverse vibrations of a beam |
| -- |
14.3. Transverse vibrations of a beam: variational formulation |
| -- |
14.4. Effect of damping resistance on transverse vibrations of a beam |
| -- |
14.5. Effect of shear deformation and rotatory inertia on the flexural vibrations of a beam |
| -- |
14.6. Axial vibrations of a bar |
| -- |
14.7. Torsional vibrations of a bar |
| -- |
14.8. Transverse vibrations of a string |
| -- |
14.9. Transverse vibrations of a shear beam |
| -- |
14.10. Transverse vibrations of a beam excited by support motion |
| -- |
14.11. Effect of axial force on transverse vibrations of a beam |
| -- |
Selected readings |
| -- |
Problems |
| -- |
15. Continuous systems: Free vibration response |
| -- |
15.1. Introduction |
| -- |
15.2. Eigenvalue problem for the transverse vibrations of a beam |
| -- |
15.3. General eigenvalue problem for a continuous system |
| -- |
15.3.1. Definition of the eigenvalue problem |
| -- |
15.3.2. Self-adjointness of operators in the eigenvalue problem |
| -- |
15.3.3. Orthogonality of eigenfunctions |
| -- |
15.3.4. Positive and positive definite operators |
| -- |
15.4. Expansion theorem |
| -- |
15.5. Frequencies and mode shapes for lateral vibrations of a beam |
| -- |
15.5.1. Simply supported beam |
| -- |
15.5.2. Uniform cantilever beam |
| -- |
15.5.3. Uniform beam clamped at both ends |
| -- |
15.5.4. Uniform beam with both ends free |
| -- |
15.6. Effect of shear deformation and rotatory inertia on the frequencies of flexural vibrations |
| -- |
15.7. Frequencies and mode shapes for the axial vibrations of a bar |
| -- |
15.7.1. Axial vibrations of a clamped-free bar |
| -- |
15.7.2. Axial vibrations of a free-free bar |
| -- |
15.8. Frequencies and mode shapes for the transverse vibration of a string |
| -- |
15.8.1. Vibrations of a string tied at both ends |
| -- |
15.9. Boundary conditions containing the eigenvalue |
| -- |
15.10. Free-vibration response of a continuous system |
| -- |
15.11. Undamped free transverse vibrations of a beam |
| -- |
15.12. Damped free transverse vibrations of a beam |
| -- |
Selected readings |
| -- |
Problems |
| -- |
16. Continuous systems: Forced-vibration response |
| -- |
16.1. Introduction |
| -- |
16.2. Normal coordinate transformation: general case of an undamped system |
| -- |
16.3. Forced lateral vibration of a beam |
| -- |
16.4. Transverse vibrations of a beam under traveling load |
| -- |
16.5. Forced axial vibrations of a uniform bar |
| -- |
16.6. Normal coordinate transformation, damped case |
| -- |
Selected readings |
| -- |
Problems |
| -- |
17. Wave propagation analysis |
| -- |
17.1. Introduction |
| -- |
17.2. The Phenomenon of wave propagation |
| -- |
17.3. Harmonic waves |
| -- |
17.4. One dimensional wave equation and its solution |
| -- |
17.5. Propagation of waves in systems of finite extent |
| -- |
17.6. Reflection and refraction of waves at a discontinuity in the system properties |
| -- |
17.7. Characteristics of the wave equation |
| -- |
17.8. Wave dispersion |
| -- |
Selected readings |
| -- |
Problems |
| -- |
PART 5 |
| -- |
18. Finite element method |
| -- |
18.1. Introduction |
| -- |
18.2. Formulation of the finite element equations |
| -- |
18.3. Selection of shape functions |
| -- |
18.4. Advantages of the finite element method |
| -- |
18.5. Element Shapes |
| -- |
18.5.1. One-dimensional elements |
| -- |
18.5.2. Two-dimensional elements |
| -- |
18.6. One-dimensional bar element |
| -- |
18.7. Flexural vibrations of a beam |
| -- |
18.7.1. Stiffness matrix of a beam element |
| -- |
18.7.2. Mass matrix of a beam element |
| -- |
18.7.3. Nodal applied force vector for a beam element |
| -- |
18.7.4. Geometric stiffness matrix for a beam element |
| -- |
18.7.5. Simultaneous axial and lateral vibrations |
| -- |
18.8. Stress-strain relationships for a continuum |
| -- |
18.8.1. Plane stress |
| -- |
18.8.2. Plane strain |
| -- |
18.9. Triangular element in plane stress and plane strain |
| -- |
18.10. Natural coordinates |
| -- |
18.10.1. Natural coordinate formulation for a uniaxial bar element |
| -- |
18.10.2. Natural coordinate formulation for a constant strain triangle |
| -- |
18.10.3. Natural coordinate formulation for a linear strain triangle |
| -- |
Selected readings |
| -- |
Problems |
| -- |
19. Component mode synthesis |
| -- |
19.1. Introduction |
| -- |
19.2. Fixed interface methods |
| -- |
19.2.1. Fixed interface normal modes |
| -- |
19.2.2. Constraint modes |
| -- |
19.2.3. Transformation of coordinates |
| -- |
19.2.4. Illustrative example |
| -- |
19.3. Free interface method |
| -- |
19.3.1. Free interface normal modes |
| -- |
19.3.2. Attachment modes |
| -- |
19.3.3. Inertia relief attachment modes |
| -- |
19.3.4. Residual flexibility attachment modes |
| -- |
19.3.5. Transformation of coordinates |
| -- |
19.3.6. Illustrative example |
| -- |
19.4. Hybrid method |
| -- |
19.4.1. Experimental determination of modal parameters |
| -- |
19.4.2. Experimental determination of the static constraint modes |
| -- |
19.4.3. Component modes and transformation of component matrices |
| -- |
19.4.4. Illustrative example |
| -- |
Selected readings |
| -- |
Problems |
| -- |
20. Analysis of nonlinear response |
| -- |
20.1. Introduction |
| -- |
20.2. Single-degree-of freedom system |
| -- |
20.2.1. Central difference method |
| -- |
20.2.2. Newmark's β Method |
| -- |
20.3. Errors involved in numerical integration of nonlinear systems |
| -- |
20.4. Multiple degree-of-freedom system |
| -- |
20.4.1. Explicit integration |
| -- |
20.4.2. Implicit integration |
| -- |
20.4.3. Iterations within a time step |
| -- |
Selected readings |
| -- |
Problems |
| -- |
Answers to selected problems |
| -- |
Index |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Structural dynamics |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
34773 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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