Mechanical and structural vibrations: theory and applications
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
New York, NY [u.a.]
Wiley
2001
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Ausgabe: | 1. ed. |
Schlagworte: | |
Online-Zugang: | Publisher description Table of Contents Inhaltsverzeichnis |
Beschreibung: | Includes bibliographical references and index |
Beschreibung: | XI, 692 S. Ill., graph. Darst. |
ISBN: | 0471370843 |
Internformat
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100 | 1 | |a Ginsberg, Jerry H. |e Verfasser |4 aut | |
245 | 1 | 0 | |a Mechanical and structural vibrations |b theory and applications |c Jerry H. Ginsberg |
250 | |a 1. ed. | ||
264 | 1 | |a New York, NY [u.a.] |b Wiley |c 2001 | |
300 | |a XI, 692 S. |b Ill., graph. Darst. | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
500 | |a Includes bibliographical references and index | ||
650 | 7 | |a Vibrations |2 ram | |
650 | 7 | |a Vibrações |2 larpcal | |
650 | 4 | |a Vibration | |
650 | 0 | 7 | |a Schwingung |0 (DE-588)4053999-4 |2 gnd |9 rswk-swf |
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Datensatz im Suchindex
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adam_text | FIRST EDITION MECHANICAL AND STRUCTURAL VIBRATIONS I THEORY AND
APPLICATIONS JERRY H. GINSBERG GEORGIA INSTITUTE OF TECHNOLOGY JOHN
WILEY & SONS, INC. NEW YORK / CHICHESTER / WEINHEIM / BRISBANE /
SINGAPORE / TORONTO HTTP://WWW.WILEY.COM/COLLEGE CONTENTS CHAPTER 1
EQUATIONS OF MOTION FOR DISCRETE SYSTEMS 1 1.1 THE STUDY OF VIBRATIONS:
AN OVERVIEW 1 1.2 SYSTEM ELEMENTS 3 1.3 GENERALIZED COORDINATES 8 1.4
NEWTON-EULER MOTION EQUATIONS 12 1.5 POWER BALANCE METHOD FOR
TIME-INVARIANT SYSTEMS 19 1.5.1 POWER BALANCE LAW 20 1.5.2 LINEARIZED
ENERGY AND POWER 21 1.5.3 LINEARIZED EQUATIONS OF MOTION 24 1.5.4
IMPLEMENTATION 27 REFERENCES AND SELECTED READINGS 54 EXERCISES 54
CHAPTER 2 TRANSIENT RESPONSE OF ONE- DEGREE-OF-FREEDOM SYSTEM 64 2.1
HARMONIC FUNCTIONS 64 2.1.1 BASIC PROPERTIES 64 2.1.2 COMPLEX VARIABLE
REPRESENTATION 67 2.1.3 ALGEBRAIC OPERATIONS 69 2.2 FREE VIBRATION 74
2.2.1 UNDAMPED SYSTEMS 76 2.2.2 UNDERDAMPED SYSTEMS 79 2.2.3 OVERDAMPED
SYSTEMS 88 2.2.4 CRITICALLY DAMPED SYSTEMS 90 2.2.5 COULOMB FRICTION 94
2.3 TRANSIENT RESPONSE TO BASIC EXCITATIONS 98 2.3.1 METHOD OF
UNDETERMINED COEFFICIENTS 98 3.3.2 SUPERPOSITION AND TIME DELAY 100
3.3.3 PULSE EXCITATION 104 3.3.4 STEP AND IMPULSE RESPONSES 108 3.3.5
SHOCK SPECTRA 110 REFERENCES AND SELECTED READINGS 112 EXERCISES 112
CHAPTER 3 STEADY-STATE RESPONSE TO HARMONIC EXCITATION 121 3.1 COMPLEX
FREQUENCY RESPONSE 3.2 POWER DISSIPATION 130 121 3.2.1 QUALITY FACTOR OF
RESONANCE 131 3.2.2 STRUCTURAL DAMPING 135 3.3 RESONANT RESPONSE 139 3.4
ROTATING IMBALANCE 143 3.4.1 BASIC MODEL 143 3.4.2 FREQUENCY RESPONSE
146 3.5 WHIRLING OF SHAFTS 152 3.6 FORCE TRANSMISSION 154 3.7 PERIODIC
EXCITATIONS 155 3.7.1 COMPLEX FOURIER SERIES 155 3.7.2 THE DISCRETE
FOURIER TRANSFORM 159 3.7.3 THE INVERSE DISCRETE FOURIER TRANSFORM 162
3.7.4 EXPLANATION AND IMPLEMENTATION OF THE FFT ALGORITHM 164 3.7.5
PERIODIC RESPONSE USING FFTS 168 3.7.6 ACCELEROMETERS AND SEISMOMETERS
175 3.8 TRANSIENT RESPONSE REVISITED 181 3.8.1 CONVOLUTION INTEGRAL 181
3.8.2 FFTS FOR TRANSIENT RESPONSE 184 REFERENCES AND SELECTED READINGS
206 EXERCISES 206 CHAPTER 4 MODAL ANALYSIS OF MULTI- DEGREE-OF-FREEDOM
SYSTEMS 21 9 4.1 BACKGROUND 219 4.2 EIGENVALUE PROBLEM*UNDAMPED SYSTEMS
223 4.2.1 NATURAL FREQUENCIES AND MODES 223 4.2.2 ORTHOGONALITY AND
NORMALIZATION 230 4.2.3 COMPUTERIZED IMPLEMENTATIONS 235 4.2.4
FLEXIBILITY COEFFICIENTS 241 4.2.5 REPEATED NATURAL FREQUENCIES 245
4.2.6 RIGID BODY MODES 252 4.3 MODAL EQUATIONS 256 4.3.1 COORDINATE
TRANSFORMATIONS 256 4.3.2 MODAL COORDINATES 257 4.3.3 MODAL COORDINATE
DESCRIPTION OF MECHANICAL ENERGY AND POWER 260 4.3.4 FREE VIBRATION
RESPONSE 261 4.3.5 FORCED RESPONSE 266 4.3.6 MODAL DAMPING 269 IX
CONTENTS 4.3.7 HARMONIC STEADY-STATE RESPONSE 274 REFERENCES AND
SELECTED READINGS 283 EXERCISES 283 CHAPTER 5 HARMONIC EXCITATION OF
MULTI-DEGREE-OF-FREEDOM SYSTEMS 294 5.1 FREQUENCY DOMAIN TRANSFER
FUNCTION 294 5.2 STRUCTURAL DAMPING AND MODAL ANALYSIS 297 5.3 VIBRATION
ABSORBER 301 5.4 FFT TECHNIQUES 306 5.4.1 ANALYSIS OF TRANSIENT RESPONSE
306 5.4.2 EXPERIMENTAL MODAL ANALYSIS 313 REFERENCES AND SELECTED
READINGS 317 EXERCISES 317 CHAPTER 6 VIBRA TION OF ELASTIC BARS: THE
RITZ METHOD AND THE RA YLEIGH RATIO 324 6.1 EQUATIONS OF MOTION 325
6.1.1 AXIAL DISPLACEMENT 326 6.1.2 TORSION OF CIRCULAR BARS 338 6.1.3
FLEXURAL DISPLACEMENT 341 6.1.4 IMPLEMENTATION AND SOLUTION 352 6.2
EIGENSOLUTIONS 357 6.3 MODAL ANALYSIS 367 6.3.1 ORTHOGONALITY OF THE
MODE FUNCTIONS 367 6.3.2 MODAL RESPONSE 371 6.3.3 INITIAL CONDITIONS:
THE EXPANSION THEOREM 373 6.3.4 FREE VIBRATION 375 6.3.5 IMPULSE
RESPONSE 376 6.3.6 HARMONIC STEADY-STATE RESPONSE 376 6.4 RAYLEIGH RATIO
AND CONVERGENCE PROPERTIES 381 6.5 TIME-DEPENDENT BOUNDARY CONDITIONS
394 6.6 RITZ METHOD FOR DISCRETE SYSTEMS 403 REFERENCES AND SELECTED
READINGS 406 EXERCISES 406 CHAPTER 7 FIELD DESCRIPTIONS FOR VIBRATING
BARS 414 7.1 DERIVATION OF MOTION EQUATIONS 415 7.1.1 FIELD EQUATIONS
415 7.1.2 BOUNDARY CONDITIONS 420 7.2 EIGENSOLUTIONS FOR EXTENSION AND
TORSION 424 7.3 EIGENSOLUTIONS FOR FLEXURE 432 7.4 WAVE INTERPRETATION
OF MODES AND HIGH-FREQUENCY ASYMPTOTICS 441 7.5 SYMMETRY AND MODE
FUNCTIONS 447 7.6 ORTHOGONALITY 450 7.7 MODAL ANALYSIS OF RESPONSE 456
7.7.1 MODAL EQUATIONS 456 7.7.2 STEADY-STATE AND TRANSIENT RESPONSE 458
7.8 TIME-DEPENDENT BOUNDARY CONDITIONS 469 7.8.1 MINDLIN-GOODMAN
DECOMPOSIT 469 7.8.2 HARMONIC BOUNDARY EXCITATION WAVE SOLUTION 474 7.9
TIMOSHENKO BEAM THEORY 482 7.9.1 FIELD EQUATIONS 482 7.9.2 WAVE
SOLUTIONS 487 7.9.3 MODAL ANALYSIS 490 REFERENCES AND SELECTED READINGS
498 EXERCISES 498 CHAPTER 8 THE FINITE ELEMENT METHOD 506 8.1
INTERPOLATING FUNCTIONS 506 8.2 ELEMENTAL MATRICES 50 9 8.3 CONVERSION
TO GLOBAL COORDINATES 51 8.4 ASSEMBLY OF THE ELEMENTS 517 8.5 REACTION
FORCES AND CONSTRAINT CONDII 523 REFERENCES AND SELECTED READINGS 528
EXERCISES 528 CHAPTER 9 SUBSTRUCTUR1NG CONCEPTS 532 9.1 METHOD OF
LAGRANGE MULTIPLIERS 532 9.1.1 CONSTRAINT EQUATIONS AND REACTIONS 532
9.1.2 SYNTHESIS OF THE EQUATIONS OF MOTION 539 9.1.3 SOLUTION METHODS
542 9.2 COMPONENT MODE SYNTHESIS 552 9.2.1 RELAXATION OF CONSTRAINTS 551
9.2.2 COMPONENT PROPERTIES 558 REFERENCES AND SELECTED READINGS 562
EXERCISES 562 CHAPTER 10 DAMPED MODAL ANALYSIS THE STATE SPACE 565 10.1
STATE-SPACE EQUATIONS 565 10.2 EIGENVALUE PROBLEM 567 CONTENTS XI 10.3
RELATION TO PREVIOUS DEVELOPMENTS 569 10.4 ORTHOGONALITY 575 10.5 MODAL
COORDINATES 58 0 10.5.1 FREE VIBRATION 581 10.5.2 IMPULSIVE FORCES 582
10.5.3 STEADY-STATE HARMONIC VIBRATION 583 10.5.4 RIGID BODY MOTION 584
10.5.5 CLOSURE 585 REFERENCES AND SELECTED READINGS EXERCISES 591 591
CHAPTER 12 INTRODUCTION TO ROTORDYNAMICS 647 12.1 ELEMENTS OF A
ROTORDYNAMIC MODEL 647 12.2 EFFECTS OF INTERNAL AND EXTERNAL DAMPING 650
12.3 FLEXIBLE ORTHOTROPIC BEARINGS 656 12.4 GYROSCOPIC EFFECTS 661 12.5
FLEXIBLE ORTHOTROPIC SHAFTS 668 REFERENCES AND SELECTED READINGS
EXERCISES 674 674 CHAPTER 11 MODAL ANALYSIS OF GYROSCOPIC SYSTEMS 595
11.1 GENERAL LINEARIZED EQUATIONS OF MOTION 595 11.2 RIGHT AND LEFT
EIGENVALUE PROBLEMS 606 11.3 DYNAMIC STABILITY 613 11.4 BI-ORTHOGONALITY
AND MODAL EQUATIONS OF MOTION 619 11.5 MOVING CONTINUOUS SYSTEMS 627
REFERENCES AND SELECTED READINGS 64 1 EXERCISES 642 APPENDIX A
LAGRANGE S EQUATIONS 677 APPENDIX B TRANSIENT RESPONSES FOR UNDERDAMPED
ONE-DEGREE-OF- FREEDOM SYSTEMS 685 APPE N DIX C DEFORMA TION MODES FOR
UNIFORM BARS 686 INDEX 687
|
any_adam_object | 1 |
author | Ginsberg, Jerry H. |
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dewey-search | 620.3 |
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discipline | Physik |
edition | 1. ed. |
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spelling | Ginsberg, Jerry H. Verfasser aut Mechanical and structural vibrations theory and applications Jerry H. Ginsberg 1. ed. New York, NY [u.a.] Wiley 2001 XI, 692 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Includes bibliographical references and index Vibrations ram Vibrações larpcal Vibration Schwingung (DE-588)4053999-4 gnd rswk-swf Mechanische Schwingung (DE-588)4138305-9 gnd rswk-swf Mechanische Schwingung (DE-588)4138305-9 s DE-604 Schwingung (DE-588)4053999-4 s text/html http://www.loc.gov/catdir/description/wiley034/00063296.html Publisher description text/html http://www.loc.gov/catdir/toc/onix05/00063296.html Table of Contents HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009652385&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Ginsberg, Jerry H. Mechanical and structural vibrations theory and applications Vibrations ram Vibrações larpcal Vibration Schwingung (DE-588)4053999-4 gnd Mechanische Schwingung (DE-588)4138305-9 gnd |
subject_GND | (DE-588)4053999-4 (DE-588)4138305-9 |
title | Mechanical and structural vibrations theory and applications |
title_auth | Mechanical and structural vibrations theory and applications |
title_exact_search | Mechanical and structural vibrations theory and applications |
title_full | Mechanical and structural vibrations theory and applications Jerry H. Ginsberg |
title_fullStr | Mechanical and structural vibrations theory and applications Jerry H. Ginsberg |
title_full_unstemmed | Mechanical and structural vibrations theory and applications Jerry H. Ginsberg |
title_short | Mechanical and structural vibrations |
title_sort | mechanical and structural vibrations theory and applications |
title_sub | theory and applications |
topic | Vibrations ram Vibrações larpcal Vibration Schwingung (DE-588)4053999-4 gnd Mechanische Schwingung (DE-588)4138305-9 gnd |
topic_facet | Vibrations Vibrações Vibration Schwingung Mechanische Schwingung |
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