| ACKNOWLEDGEMENTS | 第5-6页 |
| ABSTRACT | 第6页 |
| ABSTRACT IN CHINESE | 第7-12页 |
| 1 INTRODUCTION | 第12-28页 |
| 1.1 PROBLEM STATEMENT | 第13-17页 |
| 1.2 REVIEW OF LITERATURE | 第17-24页 |
| 1.3 RESEARCH SIGNIFICANCE AND SCOPE | 第24-25页 |
| 1.4 ORGANIZATION OF THE THESIS | 第25-28页 |
| 2 MODELLING OF FRICTION PENDULUM SYSTEM | 第28-38页 |
| 2.1 EQUIVALENT LINEARIZATION MODEL | 第28-32页 |
| 2.1.1 Friction pendulum bearing mechanism and parameters | 第29-30页 |
| 2.1.2 Idealized hysteresis loop of FP bearing | 第30-31页 |
| 2.1.3 Equivalent linear properties of FP bearings | 第31-32页 |
| 2.2 MODELING OF FP BEARINGS IN SAP2000 | 第32-35页 |
| 2.2.1 Coupled plasticity equations | 第33-34页 |
| 2.2.2 Mechanical model | 第34页 |
| 2.2.3 Forces in FP isolator | 第34-35页 |
| 2.3 SUMMARY | 第35-38页 |
| 3 SEISMIC RESPONSE ANALYSIS OF FPB-SDF STRUCTURE SYSTEM | 第38-58页 |
| 3.1 INTRODUCTION | 第38页 |
| 3.2 EQUATION OF MOTIONS OF AN FPB-SDF STRUCTURE SYSTEM | 第38-43页 |
| 3.2.1 Lagrange principle | 第38-40页 |
| 3.2.2 Lagrange's equation | 第40-43页 |
| 3.3 RESPONSE ANALYSIS OF THE ISOLATED SYSTEM EXCITED BY NEAR-FAULT GROUND ACCELERATION | 第43-46页 |
| 3.4 RESPONSE ANALYSIS OF THE ISOLATED SYSTEM EXCITED BY FAR-FIELD GROUND ACCELERATION | 第46-49页 |
| 3.5 PROPOSED MODEL VERIFICATION WITH SAP2000 | 第49-52页 |
| 3.6 PARAMETRIC STUDY OF FPB BASED ON SEISMIC RESPONSE SPECTRUM | 第52-57页 |
| 3.7 SUMMARY | 第57-58页 |
| 4 SEISMIC RESPONSE ANALYSIS OF FPB-MDF STRUCTURE SYSTEM | 第58-70页 |
| 4.1 INTRODUCTION | 第58页 |
| 4.2 EQUATION OF MOTION OF AN FPB-MDF STRUCTURE SYSTEM | 第58-63页 |
| 4.3 SEISMIC RESPONSE ANALYSIS OF THE ISOLATED SYSTEM | 第63-69页 |
| 4.4 SUMMARY | 第69-70页 |
| 5 CONCLUSIONS AND RECOMMENDATIONS | 第70-72页 |
| REFERENCE | 第72-74页 |
| AUTHOR'S RESUME | 第74-76页 |
| DATA TABLE | 第76页 |
