| 摘要 | 第5-6页 |
| Abstract | 第6页 |
| Chapter 1 Introduction | 第9-21页 |
| 1.1 Importance of structural isolation | 第9-11页 |
| 1.2 Research background | 第11-12页 |
| 1.3 State of the art of secondary system seismic isolation | 第12-17页 |
| 1.3.1 State of the art of base isolation | 第12-14页 |
| 1.3.2 State of art of inter story isolation | 第14-17页 |
| 1.4 The scope of application and advantage of inter-story isolation | 第17-21页 |
| 1.4.1 The application scope of inter-story isolation system | 第17-18页 |
| 1.4.2 The advantage of inter-story isolation system | 第18-21页 |
| Chapter 2 Analysis of isolation system | 第21-37页 |
| 2.1 Introduction of isolation bearings | 第21-23页 |
| 2.1.1 Classification of seismic isolation bearings | 第21-22页 |
| 2.1.2 Lead rubber bearings | 第22-23页 |
| 2.2 Mechanical properties of lead rubber bearings | 第23-25页 |
| 2.2.1 The basic characteristics of lead rubber isolation bearing | 第23-24页 |
| 2.2.2 Mechanical Properties of Rubber Isolated Bearing | 第24-25页 |
| 2.3 Design theory of isolation bearing | 第25-34页 |
| 2.3.1 Fundamental assumption condition of rubber bearings theory | 第25-27页 |
| 2.3.2 Vertical performance | 第27-29页 |
| 2.3.3 Horizontal performance | 第29-30页 |
| 2.3.4 Equivalent viscous damping ratio | 第30-31页 |
| 2.3.5 Buckling load | 第31页 |
| 2.3.6 Durability | 第31-32页 |
| 2.3.7 Refractoriness | 第32页 |
| 2.3.8 Design ideas of the selection for Isolation Bearing | 第32-34页 |
| 2.4 Hysteretic behaviors of lead rubber bearings | 第34-35页 |
| 2.4.1 The main affection for the horizontal characteristics of lead rubber bearing | 第34页 |
| 2.4.2 The hysteretic behaviors of inter-story isolation structure | 第34-35页 |
| 2.5 Summary | 第35-37页 |
| Chapter 3 Dynamic analysis model of secondary system using base-isolated and inter-story isolated primarystructure | 第37-55页 |
| 3.1 Seismic analysis methods of isolation system | 第37-40页 |
| 3.1.1 Dynamic time history analysis | 第37-38页 |
| 3.1.2 Random vibration analysis | 第38-39页 |
| 3.1.3 Energy balance analysis method | 第39-40页 |
| 3.2 Theoretical basis of dynamic analysis | 第40-44页 |
| 3.2.1 Single degree of freedom system | 第40-43页 |
| 3.2.2 Multi-degree of freedom system | 第43页 |
| 3.2.3 Dynamic equations of multi-degree-of-freedom structures | 第43-44页 |
| 3.3 Secondary system on base isolation structure | 第44-46页 |
| 3.3.1 Dynamic analysis model of base isolation structure | 第45页 |
| 3.3.2 Dynamic equation | 第45-46页 |
| 3.4 Secondary system on inter-story isolation structure | 第46-51页 |
| 3.4.1 Basic assumptions and selection of dynamic analysis model | 第46-48页 |
| 3.4.2 Dynamic equation | 第48-51页 |
| 3.5 Process of time history analysis | 第51-53页 |
| 3.6 Summary | 第53-55页 |
| Chapter 4 Dynamic analysis model and time history analysis of seismic response | 第55-65页 |
| 4.1 Parameters of calculate model | 第55-56页 |
| 4.2 Selection of seismic wave | 第56-57页 |
| 4.3 Comparison analysis of inter-story displacement | 第57-60页 |
| 4.4 Comparison analysis of inter-story shear | 第60-62页 |
| 4.5 Comparison analysis of acceleration | 第62-63页 |
| 4.6 Summary | 第63-65页 |
| Chapter 5 Conclusion and prospect | 第65-67页 |
| 5.1 Conclusion | 第65页 |
| 5.2 Prospect | 第65-67页 |
| Acknowledge | 第67-69页 |
| Reference | 第69-72页 |
