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Vibration Control for Building Structures (eBook)

Theory and Applications

(Autor)

eBook Download: PDF
2020
XIV, 676 Seiten
Springer International Publishing (Verlag)
978-3-030-40790-2 (ISBN)

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Vibration Control for Building Structures - Aiqun Li
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This book presents a comprehensive introduction to the field of structural vibration reduction control, but may also be used as a reference source for more advanced topics. The content is divided into four main parts: the basic principles of structural vibration reduction control, structural vibration reduction devices, structural vibration reduction design methods, and structural vibration reduction engineering practices. As the book strikes a balance between theoretical and practical aspects, it will appeal to researchers and practicing engineers alike, as well as graduate students.


Preface 6
Contents 8
1 Summary 16
1.1 Concept and Principle of Structural Vibration Control 17
1.1.1 Structure Damping Principle 18
1.1.2 Structure Isolation Principle 19
1.2 Classification and Basic Performance of Structural Vibration Control Technology 20
1.3 Development and Current Situation of Structural Vibration Control 21
References 24
Part I Basic Principle of Structural Vibration Control 26
2 Basic Principles of Energy Dissipation and Vibration Control 27
2.1 Passive Control 27
2.1.1 Motion Equation of SDOF System 27
2.1.2 Commonly Used Passive Energy Dissipation Dampers 31
2.1.3 Motion Equation of Passive Vibration Absorbing Structural System 31
2.2 Active and Semi-active Control 35
2.2.1 Commonly Used Active and Semi-active Control Strategies 35
2.2.2 Motion Equations of Active and Semi-active Vibration Absorbing Systems 37
2.2.3 Structural State Equation 38
2.2.4 Structural Active Control Algorithm 44
2.2.5 Structural Semi-active Control Algorithm 52
2.3 Intelligent Control 58
2.4 Hybrid Control 58
References 58
3 Basic Principle of Frequency Modulation Vibration Control 60
3.1 FM Mass Vibration Control 60
3.1.1 Motion Equation of FM Mass Vibration Control System 60
3.1.2 Basic Characteristics of FM Mass Vibration Control 62
3.1.3 Construction of FM Mass Vibration Control 68
3.2 FM Liquid Vibration Control 69
3.2.1 Motion Equation of FM Liquid Vibration Control System 69
3.2.2 Basic Characteristics of FM Liquid Vibration Control 74
References 74
4 Basic Principle of Structural Isolation 75
4.1 Motion Equation of Isolated Structural System 75
4.2 Basic Characteristics of Isolated Structural System 77
4.2.1 Response Analysis of Isolated Structural System 77
4.2.2 Response Characteristics of Isolated Structural System 79
4.3 Commonly Used Isolation Devices for Building Structures 81
4.3.1 Rubber Isolation System 82
4.3.2 Sliding Isolation System 84
4.3.3 Hybrid Isolation System 85
References 87
Part II Damping Devices of Building Structures 88
5 Viscous Fluid Damper 89
5.1 Mechanism and Characteristics of Viscous Fluid Damper 89
5.1.1 Types and Characteristics of Damping Medium 89
5.1.2 Energy Dissipation Mechanism of Viscous Fluid Damper 95
5.1.3 Calculation Model of Viscous Fluid Damper 109
5.2 Properties and Improvement of Viscous Fluid Materials 110
5.2.1 Modification of Viscous Fluid Damping Materials 110
5.2.2 Material Property Test of Viscous Fluid 112
5.2.3 Test Results and Analysis 112
5.3 Research and Development of New Viscous Fluid Damper 118
5.3.1 Linear Viscous Fluid Damper 118
5.3.2 Nonlinear Viscous Fluid Damper 123
5.3.3 Other Viscous Fluid Damping Devices 127
5.4 Performance Test of Viscous Fluid Damper 132
5.4.1 Maximum Damping Force Test 132
5.4.2 Regularity Test of Damping Force 133
5.4.3 Test of Loading Frequency Related Performance of Maximum Damping Force 133
5.4.4 Test of Temperature Related Performance of Maximum Damping Force 134
5.4.5 Pressure Maintaining Inspection 135
5.4.6 Fatigue Performance Test 135
References 137
6 Viscoelastic Damper 138
6.1 Viscoelastic Damping Mechanism and Characteristics 138
6.1.1 Types and Characteristics of Viscoelastic Materials 138
6.1.2 Calculation Model of Viscoelastic Damper 140
6.2 Properties and Improvement of Viscoelastic Materials 147
6.2.1 Inorganic Small Molecule Hybrid, Blending of Rubber and Plastic 147
6.2.2 Long Chain Polymer Blending Method 155
6.3 Research and Development of New Viscoelastic Damper 158
6.3.1 Laminated Viscoelastic Damper 158
6.3.2 Cylindrical Viscoelastic Damper 163
6.3.3 “5 + 4” Viscoelastic Damping Wall 167
References 169
7 Metal Damper 170
7.1 Mechanism and Characteristics of Metal Damping 170
7.1.1 Basic Principle of Metal Damper 170
7.1.2 Properties of Steel with Low Yield Point 172
7.1.3 Type and Calculation Performance of Metal Damper 176
7.2 Tension-Compression Type Metal Damper 182
7.2.1 Working Mechanism of Buckling Proof Brace 183
7.2.2 Research and Development of New Buckling Proof Support 186
7.3 Shear Type Metal Damper 193
7.3.1 Stress Mechanism of Unconstrained Shear Steel Plate 193
7.3.2 Buckling Proof Design of in-Plane Shear Yield Type Energy Dissipation Steel Plate 198
7.3.3 Main Performance Parameters of Buckling Prevention Shear Energy Dissipation Plate 203
7.3.4 Research and Development of New Shear Metal Damper 213
7.4 Bending Metal Damper 218
7.4.1 Research and Development of Drum-Shaped Open Hole Soft Steel Damper 218
7.4.2 Research and Development of Curved Steel Plate Damper 223
References 228
8 Tuned Damping Device 229
8.1 FM Mass Damper 229
8.1.1 Rubber Supported TMD 230
8.1.2 Suspended TMD 232
8.1.3 Integrated Ring Tuned Mass Damper 238
8.1.4 Adjustable Stiffness Vertical TMD 246
8.1.5 Calculation Model of TMD 246
8.2 FM Liquid Damper 251
8.2.1 Rectangular FM Liquid Damper 251
8.2.2 Circular FM Liquid Damper 253
8.2.3 Ring FM Liquid Damper 257
References 265
9 Isolation Bearing of Building Structure 266
9.1 High Performance Rubber Isolation Bearing 266
9.1.1 Damping Mechanism and Characteristics of Rubber Bearing 266
9.1.2 Improved Rubber Isolation Bearing with Low Shear Modulus 274
9.1.3 Honeycomb Sandwich Rubber Isolation Bearing 286
9.2 Composite Isolation Bearing 293
9.2.1 Dish Spring Composite Multi-dimensional Isolation Bearing 293
9.2.2 Rubber Composite Sliding Isolation Bearing 304
References 319
10 Other Damping Devices 320
10.1 Shape Memory Alloy Damper 320
10.1.1 Damping Mechanism and Characteristics of Shape Memory Alloy 320
10.1.2 Tension-Compression SMA Damper 343
10.1.3 Composite Friction SMA Damper 348
10.2 Foam Aluminum Composite Damper 357
10.2.1 Preparation of Foam Aluminum Composite Damping Material 358
10.2.2 Damping Mechanism and Characteristics of AF/PU Composite Material 363
10.2.3 AF/PU Composite Damper 381
References 393
Part III Design Method of Structural Vibration Control 394
11 Vibration Control Analysis Theory of Building Structure 395
11.1 Dynamic Model of Building Structure Damping System 395
11.1.1 Dynamic Model of Energy Dissipation Structure System 395
11.1.2 Dynamic Model of Frequency Modulation Damping Structure System 398
11.1.3 Dynamic Model of Isolated Structure System 399
11.2 Analysis Method of Building Structure Vibration Control 400
11.2.1 Numerical Analysis Method 400
11.2.2 Finite Element Software and Secondary Development 404
11.3 Vibration Control Dynamic Test of Building Structure 423
11.3.1 Dynamic Test of Energy Dissipation and Damping Structure System 424
11.3.2 Dynamic Test of Frequency Modulation Damping Structure System 451
11.3.3 Dynamic Test of Isolated Structure System 476
References 486
12 Vibration Control Design Method of Building Structure 488
12.1 Performance Level of Building Structure and Quantification 488
12.2 Design Method for Energy Dissipation and Vibration Control of Buildings 491
12.2.1 General Frame for Energy Dissipation and Vibration Control Design of Buildings 491
12.2.2 Viscous Fluid Damping Design of Building Structure 494
12.2.3 Metal Damping Design of Building Structure 497
12.2.4 Example of Energy Dissipation and Vibration Control Design of Buildings 498
12.3 Design Method of Building Frequency Modulation and Vibration Control 502
12.3.1 General Frame for Frequency Modulation and Vibration Control Design of Buildings 502
12.3.2 Example of Structure Frequency Modulation and Vibration Control Design 509
12.4 Design Method of Building Isolation 513
12.4.1 Conceptual Design of Building Isolation 513
12.4.2 Requirements and Methods of Building Isolation Structure Design 516
12.4.3 Design of Isolation Layer 519
12.4.4 Example of Building Structure Isolation Design 523
References 528
13 Intelligent Optimization Method of Building Structure Vibration Control 529
13.1 General Framework for Intelligent Optimization Design of Building Structure 529
13.2 Intelligent Optimization Design of Building Structure Based on Comprehensive Objective Method 532
13.2.1 Intelligent Optimization Design of Building Structure Based on Genetic Algorithm 532
13.2.2 Intelligent Optimization Design of Building Structure Based on Pattern Search 539
13.2.3 Intelligent Optimization Design of Building Structure Based on Hybrid Algorithm 543
13.3 Intelligent Optimization Design of Building Structure Based on Pareto Optimization 551
13.3.1 NSGA-II Basic Principles 551
13.3.2 Intelligent Optimization Design 554
References 560
Part IV Engineering Practice of Vibration Control for Building Structures 561
14 Vibration Control Engineering Practice for the Multistory and Tall Building Structure 562
14.1 High-Rise Office Building 1 in High Intensity Zone (Viscous Fluid Damper, Earthquake) 562
14.1.1 Project Overview 562
14.1.2 Structural Energy Dissipation Design 563
14.1.3 Structural Analysis Model 563
14.1.4 Analysis of Structural Shock Absorption Performance 567
14.2 Office Building 2 in High Intensity Zone (Viscoelastic Damper, Earthquake) 575
14.2.1 Project Overview 575
14.2.2 Structural Energy Dissipation Design 575
14.2.3 Structural Analysis Model 577
14.2.4 Analysis of Structural Seismic Absorption Performance 578
14.3 A Middle School Library (Metal Damper, Earthquake) 581
14.3.1 Project Overview 581
14.3.2 Structural Energy Dissipation Design 582
14.3.3 Structural Analysis Model 583
14.3.4 Analysis of Structural Shock Absorption Performance 585
14.4 Tall Residential Building (Rubber Isolator, Earthquake) 588
14.4.1 Project Overview 588
14.4.2 Structural Isolation Design 592
14.4.3 Analysis of the Isolation Structure 593
References 594
15 Engineering Practice of Vibration Control for Tall Structures 595
15.1 Beijing Olympic Tower (Wind Vibration, TMD) 595
15.1.1 Project Overview 595
15.1.2 Structural Vibration Reduction Design Using TMD 596
15.1.3 Structural Analysis Model 598
15.1.4 Analysis of Vibration Absorption Performance of the Structure 600
15.1.5 Field Test and Analysis 606
15.2 Nanjing TV Tower (Wind Vibration, AMD) 616
15.2.1 Project Overview 616
15.2.2 Structural Vibration Reduction Design Using AMD 617
15.2.3 Structural Vibration Reduction Analysis 624
15.3 Beijing Olympic Multi-functional Broadcasting Tower (Wind Vibration, TMD+Variable Damping Viscous Damper) 626
15.3.1 Project Overview 626
15.3.2 Structural Vibration Reduction Design 627
15.3.3 Structural Analysis Model 627
15.3.4 Analysis of Vibration Absorption Performance of the Structure 627
15.3.5 Field Test and Analysis 630
15.4 Proposed Hefei TV Tower (Earthquake, Wind Vibration, TMD) 633
15.4.1 Project Overview and Analysis Model 633
15.4.2 Analysis of Wind-Induced Vibration Response Control 638
15.4.3 Analysis of Seismic Response Control 642
References 646
16 Engineering Practice of Vibration Control for Long-Span Structures 648
16.1 Beijing Olympic National Conference Center (Pedestrian Load, TMD) 648
16.1.1 Project Overview 648
16.1.2 Structural Vibration Reduction Design 649
16.1.3 Structural Analysis Model 649
16.1.4 Analysis of Structural Comfort Control 653
16.1.5 On-Site Dynamic Test 654
16.2 High-Speed Railway Hub Station (Pedestrian Load, TMD) 657
16.2.1 Changsha New Railway Station 657
16.2.2 Xi’an North Railway Station 659
16.2.3 Shenyang Railway Station 665
16.3 Fuzhou Strait International Conference and Exhibition Center (Wind Vibration, TMD) 670
16.3.1 Project Overview 671
16.3.2 Structural Vibration Reduction Design 671
16.3.3 Structural Analysis Model 672
16.3.4 Comparative Analysis of Wind-Induced Vibration of the Structure 672
References 677

Erscheint lt. Verlag 11.3.2020
Reihe/Serie Springer Tracts in Civil Engineering
Springer Tracts in Civil Engineering
Zusatzinfo XIV, 676 p. 314 illus., 186 illus. in color.
Sprache englisch
Themenwelt Technik Bauwesen
Wirtschaft Betriebswirtschaft / Management
Schlagworte High-performance rubber isolator • Hybrid isolation • Passive and semi-active control • Quality Control, Reliability, Safety and Risk • Tuned frequency control • Viscoelastic damping devices
ISBN-10 3-030-40790-X / 303040790X
ISBN-13 978-3-030-40790-2 / 9783030407902
Informationen gemäß Produktsicherheitsverordnung (GPSR)
Haben Sie eine Frage zum Produkt?
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