Active control of structures:
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Chichester [u.a.]
Wiley
2008
|
| Subjects: | |
| Online Access: | Inhaltstext Inhaltsverzeichnis Inhaltsverzeichnis |
| Item Description: | Literaturangaben |
| Physical Description: | IX, 296 S. Ill., graph. Darst. |
| ISBN: | 0470033932 9780470033937 |
Staff View
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| 100 | 1 | |a Preumont, André |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Active control of structures |c André Preumont ; Kazuto Seto |
| 264 | 1 | |a Chichester [u.a.] |b Wiley |c 2008 | |
| 300 | |a IX, 296 S. |b Ill., graph. Darst. | ||
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Record in the Search Index
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| adam_text |
ACTIVE CONTROL OF STRUCTURES ; ANDRE PREUMONT UNIVERSITE LIBRE DE
BRUXELLES, BRUSSELS KAZUTO SETO NIHON UNIVERSITY, JAPAN A JOHN WILEY &
SONS, LTD, PUBLICATION* CONTENTS ABOUT THE AUTHORS XI* PREFACE XIII*
ACKNOWLEDGEMENTS XV* 1 ACTIVE DAMPING 1* 1.1 INTRADUCTION 1* 1.1.1 WHY
SUPPRESS VIBRATIONS? 1* 1.1.2 HOW CAN VIBRATIONS BE REDUCED? 2* 1.2
STRUCTURAL CONTRAL 2* 1.3 PLANT DESCRIPTION 3* 1.3.1 ERRAR BUDGET 4* 1.4
EQUATIONS OF STRUCTURAL DYNAMICS 6* 1.4.1 EQUATION OF MOTION INCLUDING
SEISMIC EXCITATION 6* 1.4.2 MODAL COORDINATES 8* 1.4.3 SUPPORT REACTION,
DYNAMIC MASS 10* 1.4.4 DYNAMIC FLEXIBILITY MATRIX 12* 1.5 COLLOCATED
CONTRAI SYSTEM 15* 1.5.1 TRANSMISSION ZEROS AND CONSTRAINED SYSTEM 18*
1.5.2 NEARLY COLLOCATED CONTROL SYSTEM 20* 1.5.3 NON-COLLOCATED CONTROL
SYSTEMS 21* 1.6 ACTIVE DAMPING WITH COLLOCATED SYSTEM 24* 1.6.1 LEAD
CONTROL 25* 1.6.2 DIRECT VELOCITY FEEDBACK 29* 1.6.3 POSITIVE POSITION
FEEDBACK 31* 1.6.4 INTEGRAL FORCE FEEDBACK 35* 1.6.5 DUALITY BETWEEN THE
LEAD AND IFF CONTROLLERS 44* 1.7 DECENTRALIZED CONTRAL WITH COLLOCATED
PAIRS 46* 1.7.1 CROSS-TALK 46* 1.7.2 TRANSMISSION ZEROS (CASE 1) 47*
1.7.3 TRANSMISSION ZEROS (CASE 2) 52* REFERENCES 55* VI CONTENTS 2
ACTIVE ISOLATION 57 2.1 INTRADUCTION 57 2.2 RELAXATION ISOLATOR 60 2.2.1
ELECTROMAGNETIC REALIZATION 62 2.3 SKY-HOOK DARNPER 64 2.4 FORCE
FEEDBACK 66 2.5 SIX-AXIS ISOLATOR 69 2.5.1 DECENTRALIZED CONTROL 73
2.5.2 LEG DESIGN 76 2.5.3 MODEL OF THE ISOLATOR 80 2.5.4 SIX-AXIS
TRANSMISSIBILITY 82 2.6 VEHIC1E ACTIVE SUSPENSION 89 2.6.1 QUARTER-CAR
MODEL 91 2.7 SERNI-ACTIVE SUSPENSION 106 2.7.1 SEMI-ACTIVE DEVICES 106
2.7.2 NARROW-BAND DISTURBANCE 107 2.7.3 QUARTER-CAR SEMI-ACTIVE
SUSPENSION 108 REFERENCES 113 3 A COMPARISON OF PASSIVE, ACTIVE AND
HYBRID CONTROL 117 3.1 INTRADUCTION 117 3.2 SYSTEM DESCRIPTION 119 3.3
THE DYNARNIC VIBRATION ABSORBER 120 3.3.1 SINGLE-D.O.F. OSCILLATOR 120
3.3.2 MULTIPLE-D.OF SYSTEM 123 3.3.3 SHEAR FRAME EXAMPLE 124 3.4 ACTIVE
MASS DARNPER 126 3.5 HYBRID CONTRAL 131 3.6 SHEAR CONTRAL 133 3.7 FORCE
ACTUATOR, DISPLACEMENT SENSOR 135 3.7.1 DIRECT VELOCITY FEEDBACK 136
3.7.2 FIRST-ORDER POSITIVE POSITION FEEDBACK 137 3.7.3 COMPARISON OF THE
DVF AND THE PPF 138 3.8 DISPLACEMENT ACTUATOR, FORCE SENSOR 140 3.8.1
COMPARISON OF THE IFF AND THE DVF 142 REFERENCES 144 4 VIBRATION CONTROL
METHODS AND DEVICES 147 4.1 INTRADUCTION 147 4.2 CLASSIFICATION OF
VIBRATION CONTRAL METHODS 148 CONTENTS VII 4.3 CONSTRUCTION OF ACTIVE
DYNAMIC ABSORBER 151* 4.4 CONTROL DEVICES FOR WIND EXCITATION CONTROL*
IN CIVIL STRUCTURES 154* 4.5 REAL TOWERS VSING THE CONNECTED CONTROL
METHOD 156* 4.6 APPLICATION OF ACTIVE DYNAMIC ABSORBER FOR* CONTROLLING
VIBRATION OF SINGLE-D.O.F. SYSTEMS 158* 4.6.1 EQUATIONS OF MOTION AND
STATE EQUATION 159* 4.6.2 REPRESENTATION OF A NON-DIMENSIONAL* STATE
EQUATION 160* 4.6.3 CONTROL SYSTEM DESIGN 162* 4.6.4 SIMILARITY LAW
BETWEEN DIMENSIONAL AND* NON-DIMENSIONAL SYSTEM 163* 4.6.5 ANALYSIS OF
VIBRATION CONTROL EFFECT 165* 4.6.6 EXPERIMENT 173* 4.7 REMARKS 175*
REFERENCES 176* 5 REDUCED-ORDER MODEL FOR STRUCTURAL CONTROL 179* 5.1
INTRODUCTION 179* 5.2 MODELING OF DISTRIBUTED STRUCTURES 180* 5.4.1 A
KEY IDEA FOR DERIVING A REDUCED-ORDER* 5.4.2 RELATIONSHIP BETWEEN
PHYSICAL AND MODAL* 5.6.2 DIMENSION AND DYNAMIC CHARACTERISTICS OF THE*
5.2.1 EQUATION OF MOTION FOR DISTRIBUTED STRUCTURES 180* 5.2.2
CONVENTIONAL MODELING OF STRUCTURES 181* 5.3 SPILLOVER 183* 5.4 THE
LUMPED MODELING METHOD 185* MODEL 185* COORDINATE SYSTEMS 187* 5.4.3
MODIFICATION OF NORMALIZED MODAL MATRIX 188* 5.5 METHOD OF EQUIVALENT
MASS ESTIMATION 190* 5.5.1 MEANING OF EQUIVALENT MASS 190* 5.5.2
EIGENVECTOR METHOD 191* 5.5.3 MASS RESPONSE METHOD 193* 5.6 MODELING OF
TOWER-LIKE STRUCTURE 197* 5.6.1 TWO-D.O.F. MODEL 197* TOWER-LIKE
STRUCTURE 198* 5.6.3 CALCULATION OF PARAMETERS OF TWO-D.O.F. MODEL 201*
5.6.4 COMPARISON BETWEEN THE DISTRIBUTED PARAMETER AND* TWO-D.O.F.
SYSTEMS 203* VIII CONTENTS 5.7 MODELING OF PLATE STRUCTURES 203 5.7.1
DIMENSIONS OF A FLATE STRUCTURE 203 5.7.2 THREE-D.O.F. MODEL 206 5.7.3
CALCULATION OF PARAMETERS OF THE THREE-D.O.F. MODEL 207 5.7.4 COMPARISON
BETWEEN REAL SYSTEM AND THREE-D.O.F. SYSTEMS 208 5.8 MODELING OF A
BRIDGE TOWER 209 5.8.1 DIMENSIONS OF A SCALED BRIDGE TOWER 209 5.8.2
CONSTRUCTION OF A FOUR-D.O.F. MODEL 210 5.8.3 CALCULATION OF PARAMETERS
OF THE FOUR-D.O.F. MODEL 212 5.8.4 COMPARISON BETWEEN REAL SYSTEM AND
FOUR-D.O.F. SYSTEMS 213 5.9 ROBUST VIBRATION CONTROL FOR NEGLECTED
HIGHER MODES 217 5.10 CONCLUSIONS 217 REFERENCES 219 6 ACTIVE CONTROL OF
CIVIL STRUCTURES 221 6.1 INTRODUCTION 221 6.2 CLASSIFICATION OF
STRUCTURAL CONTROL FOR BUILDINGS 222 6.3 MODELING AND VIBRATION CONTRAL
FOR TOWER STRUCTURES 222 6.3.1 ONE-D.O.F. MODEL 222 6.3.2 TWO-D.O.F.
MODEL FOR TOWER-LIKE STRUCTURES AND ITS LQ CONTROL 225 6.3.3
THREE-D.O.F. MODEL FOR BROAD STRUCTURES AND ITS HOC ROBUST CONTROL 228
6.3.4 FOUR-D.O.F. MODEL FOR BRIDGE TOWER AND SPILLOVER SUPPRESSION USING
FILTERED LQ CONTROL 239 6.4 ACTIVE VIBRATION CONTRAL OF MULTIPLE
BUILDINGS CONNECTED WITH ACTIVE CONTRAL BRIDGES IN RESPONSE TO LARGE
EARTHQUAKES 249 6.4.1 CONSTRUCTION OF FOUR MODEL BUILDINGS 249 6.4.2
CHARACTERISTICS OF THE TOWER STRUCTURES 251 6.4.3 REDUCED-ORDER MODEL OF
THE FOUR TOWER STRUCTURES CONNECTED BY FOUR ACTUATORS 252 6.4.4 CONTROL
SYSTEM DESIGN 254 6.4.5 SIMULATED RESULTS OF SEISMIC RESPONSE CONTROL
257 6.4.6 EXPERIMENT 259 6.5 VIBRATION CONTRAL FOR REAL TRIPIE TOWERS
USING CCM 264 6.5.1 OUTLINE OF THE TRIPLE TOWERS 264 6.5.2 MODELING OF
TOWERS 265 IX 6.6* 6.7 INDEX CONTENTS 6.5.3 CONTROL SYSTEM DESIGN 266
6.5.4 SIMULATION OF THE TRIPIE TOWERS USING CCM 269 6.5.5 REALIZATION OF
THE CCM 270 VIBRATION CONTROL OF BRIDGE TOWERS USING A LUMPED MODELING
APPROACH 274 6.6.1 VIBRATION PROBLEM OF BRIDGE TOWERS UNDER CONSTRUCTION
274 6.6.2 CONTROLLED OBJECT AND ITS DYNAMIC CHARACTERISTICS 277 6.6.3
FIVE-D.O.F. MODELING OFA SCALED BRIDGE TOWER STRUCTURE WITH A CRANE
TOWER 278 6.6.4 LQ CONTROL SYSTEM DESIGN 278 6.6.5 SIMULATIONS 283 6.6.6
EXPERIMENTS 283 6.6.7 H OO ROBUST CONTROL 286 CONCLUSION 290 REFERENCES
291 293 |
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| indexdate | 2024-07-20T10:08:48Z |
| institution | BVB |
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| language | English |
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| spelling | Preumont, André Verfasser aut Active control of structures André Preumont ; Kazuto Seto Chichester [u.a.] Wiley 2008 IX, 296 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturangaben Structural control (Engineering) Constructions - Dynamique Constructions - Vibrations Contrôle des structures (Ingénierie) Aktive Schwingungsdämpfung (DE-588)4202585-0 gnd rswk-swf Gebäudeschwingung (DE-588)4156131-4 gnd rswk-swf Schwingungsdämpfung (DE-588)4180564-1 gnd rswk-swf Gebäudeschwingung (DE-588)4156131-4 s Schwingungsdämpfung (DE-588)4180564-1 s DE-604 Aktive Schwingungsdämpfung (DE-588)4202585-0 s Seto, Kazuto Verfasser aut text/html http://deposit.dnb.de/cgi-bin/dokserv?id=3089123&prov=M&dok_var=1&dok_ext=htm Inhaltstext text/html http://www.gbv.de/dms/weimar/toc/526026472_toc.pdf lizenzfrei Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017379471&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Preumont, André Seto, Kazuto Active control of structures Structural control (Engineering) Constructions - Dynamique Constructions - Vibrations Contrôle des structures (Ingénierie) Aktive Schwingungsdämpfung (DE-588)4202585-0 gnd Gebäudeschwingung (DE-588)4156131-4 gnd Schwingungsdämpfung (DE-588)4180564-1 gnd |
| subject_GND | (DE-588)4202585-0 (DE-588)4156131-4 (DE-588)4180564-1 |
| title | Active control of structures |
| title_auth | Active control of structures |
| title_exact_search | Active control of structures |
| title_full | Active control of structures André Preumont ; Kazuto Seto |
| title_fullStr | Active control of structures André Preumont ; Kazuto Seto |
| title_full_unstemmed | Active control of structures André Preumont ; Kazuto Seto |
| title_short | Active control of structures |
| title_sort | active control of structures |
| topic | Structural control (Engineering) Constructions - Dynamique Constructions - Vibrations Contrôle des structures (Ingénierie) Aktive Schwingungsdämpfung (DE-588)4202585-0 gnd Gebäudeschwingung (DE-588)4156131-4 gnd Schwingungsdämpfung (DE-588)4180564-1 gnd |
| topic_facet | Structural control (Engineering) Constructions - Dynamique Constructions - Vibrations Contrôle des structures (Ingénierie) Aktive Schwingungsdämpfung Gebäudeschwingung Schwingungsdämpfung |
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