| 摘要 | 第4-5页 |
| Abstract | 第5-6页 |
| Chapter 1 Introduction | 第9-14页 |
| 1.1 Background and Significance | 第9-10页 |
| 1.2 Research Status | 第10-12页 |
| 1.2.1 Research on Wind Load Characteristics | 第10-11页 |
| 1.2.2 Research on Wind-induced Response and Wind Resistant Design | 第11-12页 |
| 1.3 Main Contents of Research | 第12-14页 |
| Chapter 2 Wind Load Characteristics and Wind-induced Response of Elliptical-shaped Arch-supported Membrane Structure | 第14-56页 |
| 2.1 Introduction | 第14页 |
| 2.2 Wind Tunnel Test Design | 第14-22页 |
| 2.2.1 Engineering Project Summary | 第14-16页 |
| 2.2.2 Wind Tunnel Test Scheme | 第16-18页 |
| 2.2.3 Simulation of Atmospheric Boundary Layer | 第18-20页 |
| 2.2.4 Data Processing Method | 第20-22页 |
| 2.3 Wind Load Characteristics | 第22-43页 |
| 2.3.1 Characteristics of Mean Wind Pressure Coefficient | 第22-34页 |
| 2.3.2 Characteristics of Fluctuating Wind Pressure Coefficient | 第34-41页 |
| 2.3.3 Regional Wind Shape Coefficient | 第41-43页 |
| 2.4 Wind-induced Response | 第43-54页 |
| 2.4.1 Random Vibration Time History Analysis Method | 第43-45页 |
| 2.4.2 Finite Element Model | 第45-46页 |
| 2.4.3 Modal Analysis | 第46-47页 |
| 2.4.4 Parametric Analysis on Wind-induced Response | 第47-54页 |
| 2.5 Summary | 第54-56页 |
| Chapter 3 Wind Load Characteristics and Wind-induced Response ofRectangular-shaped Arch-Supported Membrane Structure | 第56-86页 |
| 3.1 Introduction | 第56页 |
| 3.2 Wind Tunnel Test Scheme | 第56-58页 |
| 3.3 Wind Load Characteristics | 第58-78页 |
| 3.3.1 Characteristics of Mean Wind Pressure Coefficient | 第58-68页 |
| 3.3.2 Characteristics of Fluctuating Wind Pressure Coefficient | 第68-74页 |
| 3.3.3 Regional Wind Shape Coefficient | 第74-78页 |
| 3.4 Wind-induced Response | 第78-84页 |
| 3.4.1 Finite Element Model | 第78页 |
| 3.4.2 Modal Analysis | 第78-80页 |
| 3.4.3 Parametric Analysis on Wind-induced Response | 第80-84页 |
| 3.5 Summary | 第84-86页 |
| Chapter 4 Wind Resistant Design Method of Arch-Supported MembraneStructure | 第86-99页 |
| 4.1 Introduction | 第86页 |
| 4.2 Wind Resistant Design Method | 第86-87页 |
| 4.3 Gust Loading Factor and Nonlinear Adjustment Factor of Elliptical-shapedArch-Supported Membrane Structure | 第87-91页 |
| 4.3.1 Gust Loading Factor | 第88-90页 |
| 4.3.2 Nonlinear Adjustment Factor | 第90-91页 |
| 4.4 Gust Loading Factor and Nonlinear Adjustment Factor of Rectangular-shapedArch-supported Membrane Structure | 第91-94页 |
| 4.4.1 Gust Loading Factor | 第91-93页 |
| 4.4.2 Nonlinear Adjustment Factor | 第93-94页 |
| 4.5 Probabilistic Value of Gust Loading Factor and Nonlinear Adjustment Factor | 第94-97页 |
| 4.6 Summary | 第97-99页 |
| Conclusion | 第99-101页 |
| Reference | 第101-105页 |
| Papers Published during the Study for an Academic Degree | 第105-107页 |
| Acknowledgement | 第107页 |
