Vibration control of active structures: an introduction
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Dordrecht <<[u.a.]>>
Kluwer Acad. Pr.
2002
|
Ausgabe: | 2. ed. |
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | 364 S. |
ISBN: | 1402004966 |
Internformat
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Datensatz im Suchindex
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adam_text | VIBRATION CONTROL OF ACTIVE STRUCTURES AN INTRODUCTION 2 ND EDITION BY
ANDRE PREUMONT UNIVERSITE LIBRE DE BRUXELLES, ACTIVE STRUCTURES
LABORATORY, BRUSSELS, BELGIUM KLUWER ACADEMIC PUBLISHERS DORDRECHT /
BOSTON / LONDON CONTENTS PREFACE TO THE SECOND EDITION . XV PREFACE TO
THE FIRST EDITION XVII 1 INTRODUCTION 1 1.1 ACTIVE VERSUS PASSIVE 1 1.2
SMART MATERIALS AND STRUCTURES 5 1.3 CONTROL STRATEGIES 7 1.3.1 FEEDBACK
7 1.3.2 FEEDFORWARD 9 1.4 THE VARIOUS STEPS OF THE DESIGN 10 1.5
ORGANIZATION OF THE BOOK 12 1.6 REFERENCES 13 1.7 PROBLEMS 15 2 SOME
CONCEPTS OF STRUCTURAL DYNAMICS 17 2.1 EQUATION OF MOTION OF A DISCRETE
SYSTEM 17 2.2 VIBRATION MODES - 18 2.3 MODAL DECOMPOSITION 20 2.3.1
STRUCTURE WITHOUT RIGID BODY MODES 20 2.3.2 STRUCTURE WITH RIGID BODY
MODES 22 2.3.3 EXAMPLE 25 2.4 TRANSFER FUNCTION OF COLLOCATED SYSTEMS 26
2.5 CONTINUOUS STRUCTURES 30 2.6 GUYAN REDUCTION 31 2.7 REFERENCES 33
2.8 PROBLEMS 34 3 ACTUATORS, PIEZOELECTRIC MATERIALS, AND ACTIVE
STRUCTURES 37 3.1 INTRODUCTION 37 3.2 PROOF-MASS ACTUATOR 38 3.3
REACTION WHEELS AND GYROSTABILIZERS 40 VIBRATION CONTROL OF ACTIVE
STRUCTURES 3.4 PIEZOELECTRIC ACTUATORS 40 3.4.1 CONSTITUTIVE EQUATIONS
41 3.4.2 LINEAR ACTUATOR 46 3.4.3 LAMINAR ACTUATOR 48 3.4.4 LAMINAR
SENSOR 51 3.4.5 EXAMPLE: TIP DISPLACEMENT OF A CANTILEVER BEAM 52 3.4.6
SPATIAL MODAL FILTERS 53 3.5 PASSIVE DAMPING WITH PIEZOCERAMICS 54 3.6
ACTIVE CANTILEVER BEAM 55 3.7 ACTIVE TRUSS 58 3.8 PIEZOELECTRIC SHELL 63
3.8.1 TWO-DIMENSIONAL CONSTITUTIVE EQUATIONS 64 3.8.2 KIRCHHOFF SHELL 65
3.9 FINITE ELEMENT FORMULATION 68 3.10 REFERENCES 70 3.11 PROBLEMS 73
COLLOCATED VERSUS NON-COLLOCATED CONTROL 75 4.1 INTRODUCTION 75 4.2
POLE-ZERO FLIPPING 76 4.3 COLLOCATED CONTROL 78 4.4 NON-COLLOCATED
CONTROL 80 4.5 NOTCH FILTER 80 4.6 POLE-ZERO FLIPPING IN THE STRUCTURE
82 4.7 EFFECT ON THE BODE PLOTS 84 4.8 RELATION TO THE MODE SHAPES 84
4.9 THE ROLE OF DAMPING 87 4.10 REFERENCES 88 4.11 PROBLEMS 88 ACTIVE
DAMPING WITH COLLOCATED PAIRS 91 5.1 INTRODUCTION 91 5.2 DIRECT VELOCITY
FEEDBACK 93 5.2.1 LEAD COMPENSATOR 94 5.3 ACCELERATION FEEDBACK 96 5.3.1
DIRECT VELOCITY FEEDBACK 97 5.3.2 SECOND ORDER FILTER 97 5.3.3 SISO
SYSTEM WITH MANY MODES 98 5.3.4 MULTIDIMENSIONAL CASE 100 5.4 POSITIVE
POSITION FEEDBACK 101 5.4.1 SISO SYSTEM 101 5.4.2 MULTIDIMENSIONAL CASE
102 5.5 INTEGRAL FORCE FEEDBACK 103 5.5.1 MODAL DAMPING 104 CONTENTS IX
5.6 REMARKS 107 5.6.1 CONTROLLABILITY, OBSERVABILITY 107 5.6.2 ACTUATOR
AND SENSOR DYNAMICS 107 5.7 REFERENCES 109 5.8 PROBLEMS 110 6 ACTIVE
VIBRATION ISOLATION 113 6.1 INTRODUCTION 113 6.2 PASSIVE ISOLATOR 114
6.3 THE SKY-HOOK DAMPER 116 6.4 FORCE FEEDBACK 118 6.5 FLEXIBLE CLEAN
BODY 119 6.5.1 FREE-FREE BEAM WITH ISOLATOR 121 6.6 6 D.O.F. ISOLATOR
124 6.7 DECENTRALIZED CONTROL OF THE 6 D.O.F. ISOLATOR 127 6.7.1 REMARKS
128 6.8 POINTING CONTROL 129 6.9 VEHICLE SUSPENSION 131 6.10 REFERENCES
133 6.11 PROBLEMS 134 7 STATE SPACE APPROACH 137 7.1 INTRODUCTION 137
7.2 STATE SPACE DESCRIPTION 139 7.2.1 SINGLE DEGREE OF FREEDOM
OSCILLATOR 139 7.2.2 FLEXIBLE STRUCTURE 140 7.2.3 INVERTED PENDULUM . .
141 7.3 SYSTEM TRANSFER FUNCTION 142 7.3.1 POLES AND ZEROS 144 7.4 POLE
PLACEMENT BY STATE FEEDBACK 145 7.4.1 EXAMPLE: OSCILLATOR 146 7.5 LINEAR
QUADRATIC REGULATOR 148 7.5.1 SYMMETRIC ROOT LOCUS 149 7.5.2 INVERTED
PENDULUM 149 7.6 OBSERVER DESIGN 151 7.7 KALMAN FILTER 153 7.7.1
INVERTED PENDULUM 154 7.8 REDUCED ORDER OBSERVER 155 7.8.1 OSCILLATOR
156 7.8.2 INVERTED PENDULUM 156 7.9 SEPARATION PRINCIPLE 157 7.10
TRANSFER FUNCTION OF THE COMPENSATOR 158 7.10.1 THE TWO-MASS PROBLEM 159
7.11 REFERENCES 162 4 X VIBRATION CONTROL OF ACTIVE STRUCTURES 7.12
PROBLEMS 163 ANALYSIS AND SYNTHESIS IN THE FREQUENCY DOMAIN 165 8.1 GAIN
AND PHASE MARGINS 165 8.2 NYQUIST CRITERION 166 8.2.1 CAUCHY S PRINCIPLE
166 8.2.2 NYQUIST STABILITY CRITERION 167 8.3 NICHOLS CHART 170 8.4
FEEDBACK SPECIFICATION FOR SISO SYSTEMS 171 8.4.1 SENSITIVITY 171 8.4.2
TRACKING ERROR 172 8.4.3 PERFORMANCE SPECIFICATION 173 8.4.4
UNSTRUCTURED UNCERTAINTY 174 8.4.5 ROBUST PERFORMANCE AND ROBUST
STABILITY 175 8.5 BODE GAIN-PHASE RELATIONSHIPS 178 8.6 THE BODE IDEAL
CUTOFF 181 8.7 NON-MINIMUM PHASE SYSTEMS 183 8.8 USUAL COMPENSATORS 185
8.8.1 SYSTEM TYPE 185 8.8.2 LEAD COMPENSATOR 187 8.8.3 PI COMPENSATOR
187 8.8.4 LAG COMPENSATOR 189 8.8.5 PID COMPENSATOR 189 8.9 REFERENCES
189 8.10 PROBLEMS 190 OPTIMAL CONTROL 193 9.1 INTRODUCTION 193 9.2
QUADRATIC INTEGRAL 193 9.3 DETERMINISTIC LQR 194 9.4 STOCHASTIC RESPONSE
TO A WHITE NOISE 196 9.4.1 REMARK 197 9.5 STOCHASTIC LQR 197 9.6
ASYMPTOTIC BEHAVIOUR OF THE CLOSED-LOOP 198 9.7 PRESCRIBED DEGREE OF
STABILITY 200 9.8 GAIN AND PHASE MARGINS OF THE LQR 201 9.9 FULL STATE
OBSERVER 202 9.9.1 COVARIANCE OF THE RECONSTRUCTION ERROR 204 9.10
KALMAN-BUCY FILTER (KBF) 204 9.11 LINEAR QUADRATIC GAUSSIAN (LQG) 205
9.12 DUALITY 205 9.13 SPILLOVER 206 9.13.1 SPILLOVER REDUCTION 209 9.14
LOOP TRANSFER RECOVERY (LTR) 210 ONTENTS XI 9.15 INTEGRAL CONTROL WITH
STATE FEEDBACK 211 9.16 FREQUENCY SHAPING 212 9.16.1 FREQUENCY-SHAPED
COST FUNCTIONALS 212 9.16.2 NOISE MODEL 215 9.17 REFERENCES 216 9.18
PROBLEMS 217 10 CONTROLLABILITY AND OBSERVABILITY 221 10.1 INTRODUCTION
221 10.1.1 DEFINITIONS 222 10.2 CONTROLLABILITY AND OBSERVABILITY
MATRICES 222 10.3 EXAMPLES 224 10.3.1 A CART WITH TWO INVERTED PENDULUMS
224 10.3.2 DOUBLE INVERTED PENDULUM 226 10.3.3 TWO D.O.F. OSCILLATOR 226
10.4 STATE TRANSFORMATION 227 10.4.1 CONTROL CANONICAL FORM 228 10.4.2
LEFT AND RIGHT EIGENVECTORS 229 10.4.3 DIAGONAL FORM 230 10.5 PBH TEST *
. 230 10.6 RESIDUES 231 10.7 EXAMPLE 232 10.8 SENSITIVITY 233 10.9
CONTROLLABILITY AND OBSERVABILITY GRAMIANS 234 LO.LORELATIVE
CONTROLLABILITY AND OBSERVABILITY 235 10.10.1 INTERNALLY BALANCED
COORDINATES 235 LO.LLMODEL REDUCTION -. 237 10.11.1 TRANSFER EQUIVALENT
REALIZATION . . . . - 237 10.11.2INTERNALLY BALANCED REALIZATION 237
10.11.3 EXAMPLE - 238 10.12REFERENCES 240 10.13PROBLEMS 241 11 STABILITY
245 11.1 INTRODUCTION 245 11.1.1 PHASE PORTRAIT 246 11.2 LINEAR SYSTEMS
247 11.2.1 ROUTH-HURWITZ CRITERION 248 11.3 LIAPUNOV S DIRECT METHOD 249
11.3.1 INTRODUCTORY EXAMPLE 249 11.3.2 STABILITY THEOREM 249 11.3.3
ASYMPTOTIC STABILITY THEOREM 251 11.3.4 LASALLE S THEOREM 251 11.3.5
GEOMETRIC INTERPRETATION 252 *3 XII VIBRATION CONTROL OF ACTIVE
STRUCTURES 11.3.6 INSTABILITY THEOREM 253 11.4 LIAPUNOV FUNCTIONS FOR
LINEAR SYSTEMS 254 11.5 LIAPUNOV S INDIRECT METHOD 255 11.6 AN
APPLICATION TO CONTROLLER DESIGN 256 11.7 ENERGY ABSORBING CONTROLS 257
11.8 REFERENCES 259 11.9 PROBLEMS 259 12 SEMI-ACTIVE CONTROL 263 12.1
INTRODUCTION 263 12.2 MAGNETO-RHEOLOGICAL (MR) FLUIDS 264 12.3 MR
DEVICES 266 12.4 SEMI-ACTIVE CONTROL 267 12.5 OPEN-LOOP CONTROL 268 12.6
FEEDBACK CONTROL 268 12.6.1 CONTINUOUS CONTROL 268 12.6.2 ON-OFF CONTROL
273 12.6.3 FORCE FEEDBACK 274 12.7 REFERENCES 275 12.8 PROBLEMS 275 13
APPLICATIONS 277 13.1 DIGITAL IMPLEMENTATION 277 13.1.1 SAMPLING,
ALIASING AND PREFILTERING 278 13.1.2 ZERO-ORDER HOLD, COMPUTATIONAL
DELAY 279 13.1.3 QUANTIZATION 280 13.1.4 DISCRETIZATION OF A CONTINUOUS
CONTROLLER 281 13.2 ACTIVE DAMPING OF A TRUSS STRUCTURE 282 13.2.1
ACTUATOR PLACEMENT 282 13.2.2 IMPLEMENTATION, EXPERIMENTAL RESULTS
284 13.3 ACTIVE DAMPING GENERIC INTERFACE 286 13.3.1 ACTIVE DAMPING 287
13.3.2 EXPERIMENT 288 13.3.3 POINTING AND POSITION CONTROL 290 13.4
ACTIVE DAMPING OF A PLATE 290 13.4.1 CONTROL DESIGN 291 13.5 ACTIVE
DAMPING OF A STIFF BEAM 293 13.5.1 SYSTEM DESIGN 294 13.6 THE HAC/LAC
STRATEGY 295 13.6.1 WIDE-BAND POSITION CONTROL 297 13.6.2 COMPENSATOR
DESIGN 299 13.6.3 RESULTS 299 13.7 VOLUME DISPLACEMENT SENSORS 302
13.7.1 QWSIS SENSOR 303 CONTENTS XIII 13.7.2 DISCRETE ARRAY SENSOR 305
13.7.3 SPATIAL ALIASING 308 13.7.4 DISTRIBUTED SENSOR 309 13.8
REFERENCES 316 13.9 PROBLEMS 319 14 TENDON CONTROL OF CABLE STRUCTURES
321 14.1 INTRODUCTION 321 14.2 TENDON CONTROL OF STRINGS AND CABLES 323
14.3 ACTIVE DAMPING STRATEGY 324 14.4 BASIC EXPERIMENT 325 14.5
APPROXIMATE LINEAR THEORY 327 14.6 APPLICATION TO SPACE STRUCTURES 329
14.6.1 GUYED TRUSS EXPERIMENT 329 14.6.2 JPL-MPI TESTBED 331 14.6.3 FREE
FLOATING TRUSS EXPERIMENT 331 14.6.4 MICROVIBRATIONS 334 14.7
APPLICATION TO CABLE-STAYED BRIDGES 335 14.7.1 LABORATORY EXPERIMENT 335
14.7.2 CONTROL OF PARAMETRIC RESONANCE 336 14.7.3 LARGE SCALE EXPERIMENT
338 14.8 REFERENCES 344 BIBLIOGRAPHY 347 INDEX 361
|
any_adam_object | 1 |
author | Preumont, André |
author_facet | Preumont, André |
author_role | aut |
author_sort | Preumont, André |
author_variant | a p ap |
building | Verbundindex |
bvnumber | BV024495924 |
classification_rvk | UF 5200 |
ctrlnum | (OCoLC)248886955 (DE-599)BVBBV024495924 |
dewey-full | 620.37 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 620 - Engineering and allied operations |
dewey-raw | 620.37 |
dewey-search | 620.37 |
dewey-sort | 3620.37 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Physik |
edition | 2. ed. |
format | Book |
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illustrated | Not Illustrated |
indexdate | 2024-07-09T22:00:49Z |
institution | BVB |
isbn | 1402004966 |
language | English |
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physical | 364 S. |
publishDate | 2002 |
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publisher | Kluwer Acad. Pr. |
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spellingShingle | Preumont, André Vibration control of active structures an introduction Strukturdämpfung (DE-588)4252766-1 gnd Dämpfung (DE-588)4010875-2 gnd Strukturdynamik (DE-588)4226174-0 gnd Belastung (DE-588)4005392-1 gnd Aktive Schwingungsdämpfung (DE-588)4202585-0 gnd Bauwerk (DE-588)4112681-6 gnd Schwingung (DE-588)4053999-4 gnd |
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title | Vibration control of active structures an introduction |
title_auth | Vibration control of active structures an introduction |
title_exact_search | Vibration control of active structures an introduction |
title_full | Vibration control of active structures an introduction by André Preumont |
title_fullStr | Vibration control of active structures an introduction by André Preumont |
title_full_unstemmed | Vibration control of active structures an introduction by André Preumont |
title_short | Vibration control of active structures |
title_sort | vibration control of active structures an introduction |
title_sub | an introduction |
topic | Strukturdämpfung (DE-588)4252766-1 gnd Dämpfung (DE-588)4010875-2 gnd Strukturdynamik (DE-588)4226174-0 gnd Belastung (DE-588)4005392-1 gnd Aktive Schwingungsdämpfung (DE-588)4202585-0 gnd Bauwerk (DE-588)4112681-6 gnd Schwingung (DE-588)4053999-4 gnd |
topic_facet | Strukturdämpfung Dämpfung Strukturdynamik Belastung Aktive Schwingungsdämpfung Bauwerk Schwingung |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018470872&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
work_keys_str_mv | AT preumontandre vibrationcontrolofactivestructuresanintroduction |