Vibration Control for Building Structures: Theory and Applications (Springer Tracts in Civil Engineering)

✍ Scribed by Aiqun Li

• Publisher: Springer
• Year: 2020
• Tongue: English
• Leaves: 677
• Category: Library

✦ Synopsis

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.

✦ Table of Contents

Preface
Contents
1 Summary
1.1 Concept and Principle of Structural Vibration Control
1.1.1 Structure Damping Principle
1.1.2 Structure Isolation Principle
1.2 Classification and Basic Performance of Structural Vibration Control Technology
1.3 Development and Current Situation of Structural Vibration Control
References
Part I Basic Principle of Structural Vibration Control
2 Basic Principles of Energy Dissipation and Vibration Control
2.1 Passive Control
2.1.1 Motion Equation of SDOF System
2.1.2 Commonly Used Passive Energy Dissipation Dampers
2.1.3 Motion Equation of Passive Vibration Absorbing Structural System
2.2 Active and Semi-active Control
2.2.1 Commonly Used Active and Semi-active Control Strategies
2.2.2 Motion Equations of Active and Semi-active Vibration Absorbing Systems
2.2.3 Structural State Equation
2.2.4 Structural Active Control Algorithm
2.2.5 Structural Semi-active Control Algorithm
2.3 Intelligent Control
2.4 Hybrid Control
References
3 Basic Principle of Frequency Modulation Vibration Control
3.1 FM Mass Vibration Control
3.1.1 Motion Equation of FM Mass Vibration Control System
3.1.2 Basic Characteristics of FM Mass Vibration Control
3.1.3 Construction of FM Mass Vibration Control
3.2 FM Liquid Vibration Control
3.2.1 Motion Equation of FM Liquid Vibration Control System
3.2.2 Basic Characteristics of FM Liquid Vibration Control
References
4 Basic Principle of Structural Isolation
4.1 Motion Equation of Isolated Structural System
4.2 Basic Characteristics of Isolated Structural System
4.2.1 Response Analysis of Isolated Structural System
4.2.2 Response Characteristics of Isolated Structural System
4.3 Commonly Used Isolation Devices for Building Structures
4.3.1 Rubber Isolation System
4.3.2 Sliding Isolation System
4.3.3 Hybrid Isolation System
References
Part II Damping Devices of Building Structures
5 Viscous Fluid Damper
5.1 Mechanism and Characteristics of Viscous Fluid Damper
5.1.1 Types and Characteristics of Damping Medium
5.1.2 Energy Dissipation Mechanism of Viscous Fluid Damper
5.1.3 Calculation Model of Viscous Fluid Damper
5.2 Properties and Improvement of Viscous Fluid Materials
5.2.1 Modification of Viscous Fluid Damping Materials
5.2.2 Material Property Test of Viscous Fluid
5.2.3 Test Results and Analysis
5.3 Research and Development of New Viscous Fluid Damper
5.3.1 Linear Viscous Fluid Damper
5.3.2 Nonlinear Viscous Fluid Damper
5.3.3 Other Viscous Fluid Damping Devices
5.4 Performance Test of Viscous Fluid Damper
5.4.1 Maximum Damping Force Test
5.4.2 Regularity Test of Damping Force
5.4.3 Test of Loading Frequency Related Performance of Maximum Damping Force
5.4.4 Test of Temperature Related Performance of Maximum Damping Force
5.4.5 Pressure Maintaining Inspection
5.4.6 Fatigue Performance Test
References
6 Viscoelastic Damper
6.1 Viscoelastic Damping Mechanism and Characteristics
6.1.1 Types and Characteristics of Viscoelastic Materials
6.1.2 Calculation Model of Viscoelastic Damper
6.2 Properties and Improvement of Viscoelastic Materials
6.2.1 Inorganic Small Molecule Hybrid, Blending of Rubber and Plastic
6.2.2 Long Chain Polymer Blending Method
6.3 Research and Development of New Viscoelastic Damper
6.3.1 Laminated Viscoelastic Damper
6.3.2 Cylindrical Viscoelastic Damper
6.3.3 “5 + 4” Viscoelastic Damping Wall
References
7 Metal Damper
7.1 Mechanism and Characteristics of Metal Damping
7.1.1 Basic Principle of Metal Damper
7.1.2 Properties of Steel with Low Yield Point
7.1.3 Type and Calculation Performance of Metal Damper
7.2 Tension-Compression Type Metal Damper
7.2.1 Working Mechanism of Buckling Proof Brace
7.2.2 Research and Development of New Buckling Proof Support
7.3 Shear Type Metal Damper
7.3.1 Stress Mechanism of Unconstrained Shear Steel Plate
7.3.2 Buckling Proof Design of in-Plane Shear Yield Type Energy Dissipation Steel Plate
7.3.3 Main Performance Parameters of Buckling Prevention Shear Energy Dissipation Plate
7.3.4 Research and Development of New Shear Metal Damper
7.4 Bending Metal Damper
7.4.1 Research and Development of Drum-Shaped Open Hole Soft Steel Damper
7.4.2 Research and Development of Curved Steel Plate Damper
References
8 Tuned Damping Device
8.1 FM Mass Damper
8.1.1 Rubber Supported TMD
8.1.2 Suspended TMD
8.1.3 Integrated Ring Tuned Mass Damper
8.1.4 Adjustable Stiffness Vertical TMD
8.1.5 Calculation Model of TMD
8.2 FM Liquid Damper
8.2.1 Rectangular FM Liquid Damper
8.2.2 Circular FM Liquid Damper
8.2.3 Ring FM Liquid Damper
References
9 Isolation Bearing of Building Structure
9.1 High Performance Rubber Isolation Bearing
9.1.1 Damping Mechanism and Characteristics of Rubber Bearing
9.1.2 Improved Rubber Isolation Bearing with Low Shear Modulus
9.1.3 Honeycomb Sandwich Rubber Isolation Bearing
9.2 Composite Isolation Bearing
9.2.1 Dish Spring Composite Multi-dimensional Isolation Bearing
9.2.2 Rubber Composite Sliding Isolation Bearing
References
10 Other Damping Devices
10.1 Shape Memory Alloy Damper
10.1.1 Damping Mechanism and Characteristics of Shape Memory Alloy
10.1.2 Tension-Compression SMA Damper
10.1.3 Composite Friction SMA Damper
10.2 Foam Aluminum Composite Damper
10.2.1 Preparation of Foam Aluminum Composite Damping Material
10.2.2 Damping Mechanism and Characteristics of AF/PU Composite Material
10.2.3 AF/PU Composite Damper
References
Part III Design Method of Structural Vibration Control
11 Vibration Control Analysis Theory of Building Structure
11.1 Dynamic Model of Building Structure Damping System
11.1.1 Dynamic Model of Energy Dissipation Structure System
11.1.2 Dynamic Model of Frequency Modulation Damping Structure System
11.1.3 Dynamic Model of Isolated Structure System
11.2 Analysis Method of Building Structure Vibration Control
11.2.1 Numerical Analysis Method
11.2.2 Finite Element Software and Secondary Development
11.3 Vibration Control Dynamic Test of Building Structure
11.3.1 Dynamic Test of Energy Dissipation and Damping Structure System
11.3.2 Dynamic Test of Frequency Modulation Damping Structure System
11.3.3 Dynamic Test of Isolated Structure System
References
12 Vibration Control Design Method of Building Structure
12.1 Performance Level of Building Structure and Quantification
12.2 Design Method for Energy Dissipation and Vibration Control of Buildings
12.2.1 General Frame for Energy Dissipation and Vibration Control Design of Buildings
12.2.2 Viscous Fluid Damping Design of Building Structure
12.2.3 Metal Damping Design of Building Structure
12.2.4 Example of Energy Dissipation and Vibration Control Design of Buildings
12.3 Design Method of Building Frequency Modulation and Vibration Control
12.3.1 General Frame for Frequency Modulation and Vibration Control Design of Buildings
12.3.2 Example of Structure Frequency Modulation and Vibration Control Design
12.4 Design Method of Building Isolation
12.4.1 Conceptual Design of Building Isolation
12.4.2 Requirements and Methods of Building Isolation Structure Design
12.4.3 Design of Isolation Layer
12.4.4 Example of Building Structure Isolation Design
References
13 Intelligent Optimization Method of Building Structure Vibration Control
13.1 General Framework for Intelligent Optimization Design of Building Structure
13.2 Intelligent Optimization Design of Building Structure Based on Comprehensive Objective Method
13.2.1 Intelligent Optimization Design of Building Structure Based on Genetic Algorithm
13.2.2 Intelligent Optimization Design of Building Structure Based on Pattern Search
13.2.3 Intelligent Optimization Design of Building Structure Based on Hybrid Algorithm
13.3 Intelligent Optimization Design of Building Structure Based on Pareto Optimization
13.3.1 NSGA-II Basic Principles
13.3.2 Intelligent Optimization Design
References
Part IV Engineering Practice of Vibration Control for Building Structures
14 Vibration Control Engineering Practice for the Multistory and Tall Building Structure
14.1 High-Rise Office Building 1 in High Intensity Zone (Viscous Fluid Damper, Earthquake)
14.1.1 Project Overview
14.1.2 Structural Energy Dissipation Design
14.1.3 Structural Analysis Model
14.1.4 Analysis of Structural Shock Absorption Performance
14.2 Office Building 2 in High Intensity Zone (Viscoelastic Damper, Earthquake)
14.2.1 Project Overview
14.2.2 Structural Energy Dissipation Design
14.2.3 Structural Analysis Model
14.2.4 Analysis of Structural Seismic Absorption Performance
14.3 A Middle School Library (Metal Damper, Earthquake)
14.3.1 Project Overview
14.3.2 Structural Energy Dissipation Design
14.3.3 Structural Analysis Model
14.3.4 Analysis of Structural Shock Absorption Performance
14.4 Tall Residential Building (Rubber Isolator, Earthquake)
14.4.1 Project Overview
14.4.2 Structural Isolation Design
14.4.3 Analysis of the Isolation Structure
References
15 Engineering Practice of Vibration Control for Tall Structures
15.1 Beijing Olympic Tower (Wind Vibration, TMD)
15.1.1 Project Overview
15.1.2 Structural Vibration Reduction Design Using TMD
15.1.3 Structural Analysis Model
15.1.4 Analysis of Vibration Absorption Performance of the Structure
15.1.5 Field Test and Analysis
15.2 Nanjing TV Tower (Wind Vibration, AMD)
15.2.1 Project Overview
15.2.2 Structural Vibration Reduction Design Using AMD
15.2.3 Structural Vibration Reduction Analysis
15.3 Beijing Olympic Multi-functional Broadcasting Tower (Wind Vibration, TMD+Variable Damping Viscous Damper)
15.3.1 Project Overview
15.3.2 Structural Vibration Reduction Design
15.3.3 Structural Analysis Model
15.3.4 Analysis of Vibration Absorption Performance of the Structure
15.3.5 Field Test and Analysis
15.4 Proposed Hefei TV Tower (Earthquake, Wind Vibration, TMD)
15.4.1 Project Overview and Analysis Model
15.4.2 Analysis of Wind-Induced Vibration Response Control
15.4.3 Analysis of Seismic Response Control
References
16 Engineering Practice of Vibration Control for Long-Span Structures
16.1 Beijing Olympic National Conference Center (Pedestrian Load, TMD)
16.1.1 Project Overview
16.1.2 Structural Vibration Reduction Design
16.1.3 Structural Analysis Model
16.1.4 Analysis of Structural Comfort Control
16.1.5 On-Site Dynamic Test
16.2 High-Speed Railway Hub Station (Pedestrian Load, TMD)
16.2.1 Changsha New Railway Station
16.2.2 Xi’an North Railway Station
16.2.3 Shenyang Railway Station
16.3 Fuzhou Strait International Conference and Exhibition Center (Wind Vibration, TMD)
16.3.1 Project Overview
16.3.2 Structural Vibration Reduction Design
16.3.3 Structural Analysis Model
16.3.4 Comparative Analysis of Wind-Induced Vibration of the Structure
References