| Series Preface |
|
vii | (2) |
| Preface |
|
ix | |
|
|
|
1 | (52) |
|
1.1 Kinematics of Rigid Bodies |
|
|
1 | (6) |
|
|
|
7 | (4) |
|
1.3 Single Degree of Freedom Systems |
|
|
11 | (5) |
|
1.4 Oscillatory and Nonoscillatory Motion |
|
|
16 | (8) |
|
1.5 Other Types of Damping |
|
|
24 | (5) |
|
|
|
29 | (9) |
|
|
|
38 | (3) |
|
1.8 Response to an Arbitrary Forcing Function |
|
|
41 | (3) |
|
|
|
44 | (9) |
|
CHAPTER 2 Lagrangian Dynamics |
|
|
53 | (45) |
|
2.1 Generalized Coordinates |
|
|
53 | (4) |
|
2.2 Virtual Work and Generalized Forces |
|
|
57 | (5) |
|
|
|
62 | (9) |
|
|
|
71 | (8) |
|
|
|
79 | (3) |
|
|
|
82 | (4) |
|
2.7 Conservation Theorems |
|
|
86 | (4) |
|
|
|
90 | (3) |
|
|
|
93 | (5) |
|
CHAPTER 3 Multi-Degree of Freedom Systems |
|
|
98 | (90) |
|
|
|
99 | (12) |
|
3.2 Undamped Free Vibration |
|
|
111 | (5) |
|
3.3 Orthogonality of the Mode Shapes |
|
|
116 | (10) |
|
|
|
126 | (7) |
|
3.5 Conservation of Energy |
|
|
133 | (4) |
|
3.6 Forced Vibration of the Undamped Systems |
|
|
137 | (2) |
|
3.7 Viscously Damped Systems |
|
|
139 | (6) |
|
3.8 General Viscous Damping |
|
|
145 | (10) |
|
3.9 Approximation and Numerical Methods |
|
|
155 | (4) |
|
3.10 Matrix-Iteration Methods |
|
|
159 | (14) |
|
3.11 Method of Transfer Matrices |
|
|
173 | (9) |
|
|
|
182 | (6) |
|
CHAPTER 4 Vibration of Continuous Systems |
|
|
188 | (80) |
|
4.1 Free Longitudinal Vibrations |
|
|
189 | (12) |
|
4.2 Free Torsional Vibrations |
|
|
201 | (5) |
|
4.3 Free Transverse Vibrations of Beams |
|
|
206 | (14) |
|
4.4 Orthogonality of the Eigenfunctions |
|
|
220 | (7) |
|
|
|
227 | (8) |
|
4.6 Inhomogeneous Boundary Conditions |
|
|
235 | (3) |
|
4.7 Viscoelastic Materials |
|
|
238 | (3) |
|
|
|
241 | (4) |
|
4.9 Approximation Methods |
|
|
245 | (11) |
|
|
|
256 | (3) |
|
4.11 Assumed-Modes Method |
|
|
259 | (3) |
|
|
|
262 | (6) |
|
CHAPTER 5 The Finite-Element Method |
|
|
268 | (64) |
|
5.1 Assumed Displacement Field |
|
|
270 | (6) |
|
5.2 Comments on the Element Shape Functions |
|
|
276 | (4) |
|
5.3 Connectivity Between Elements |
|
|
280 | (6) |
|
5.4 Formulation of the Mass Matrix |
|
|
286 | (4) |
|
5.5 Formulation of the Stiffness Matrix |
|
|
290 | (10) |
|
|
|
300 | (3) |
|
5.7 Convergence of the Finite-Element Solution |
|
|
303 | (7) |
|
5.8 Higher-Order Elements |
|
|
310 | (4) |
|
|
|
314 | (9) |
|
5.10 Large Rotations and Deformations |
|
|
323 | (5) |
|
|
|
328 | (4) |
|
CHAPTER 6 Methods for the Eigenvalue Analysis |
|
|
332 | (35) |
|
6.1 Similarity Transformation |
|
|
333 | (2) |
|
|
|
335 | (4) |
|
6.3 Equivalence of the Characteristic Matrices |
|
|
339 | (4) |
|
|
|
343 | (4) |
|
|
|
347 | (3) |
|
6.6 Generalized Eigenvectors |
|
|
350 | (3) |
|
|
|
353 | (3) |
|
6.8 Householder Transformation |
|
|
356 | (4) |
|
|
|
360 | (4) |
|
|
|
364 | (3) |
|
APPENDIX A Linear Algebra |
|
|
367 | (20) |
|
|
|
367 | (2) |
|
|
|
369 | (5) |
|
|
|
374 | (9) |
|
|
|
383 | (1) |
|
|
|
384 | (3) |
| References |
|
387 | (2) |
| Index |
|
389 | |