| 中文摘要 | 第1-6页 |
| ABSTRACT | 第6-12页 |
| LIST OF FIGURES | 第12-15页 |
| LIST OF TABLES | 第15-17页 |
| NOTATIONS | 第17-19页 |
| 1 Introduction | 第19-31页 |
| ·Background | 第19-20页 |
| ·Xia-Zhang Bridge | 第20-27页 |
| ·Aerodynamic Instabilities | 第27-28页 |
| ·Research Aims and Objectives | 第28-30页 |
| ·Arrangement of the Thesis | 第30-31页 |
| 2 Literature Review | 第31-61页 |
| ·General | 第31-32页 |
| ·History of Early Aerodynamics | 第32-33页 |
| ·Cable-Stayed Bridges | 第33-37页 |
| ·Historical Review | 第33-37页 |
| ·Design Review | 第37页 |
| ·Long-Span Bridge Engineering in China | 第37-50页 |
| ·Recent Long-Span Bridge Projects | 第38-43页 |
| ·Improvement of Aerodynamic Performance | 第43-50页 |
| ·Dynamic Response | 第50-52页 |
| ·Flutter | 第50-51页 |
| ·Buffeting | 第51-52页 |
| ·Wind Loads Related Effects | 第52-57页 |
| ·Wind Environment | 第54-55页 |
| ·Aerodynamics Phenomena | 第55-57页 |
| ·Wind Tunnel Testing | 第57-61页 |
| ·Sectional Models | 第57-59页 |
| ·The Full Bridge Model | 第59页 |
| ·Taut-Strip and Taut-Tube Models | 第59-61页 |
| 3 Experimental Setup | 第61-82页 |
| ·General | 第61-62页 |
| ·Description of Wind Tunnel | 第62-63页 |
| ·Full Aeroelastic Model Test | 第62页 |
| ·Section Model Test | 第62-63页 |
| ·Models | 第63-73页 |
| ·Scaling Principle | 第63-64页 |
| ·Full Aeroelastic Model | 第64-69页 |
| ·Section Model | 第69-73页 |
| ·Measuring Equipments | 第73-75页 |
| ·Full Aeroelastic Model | 第73-74页 |
| ·Section Model | 第74-75页 |
| ·Test Contents and Methods | 第75-82页 |
| ·Modal Test | 第75页 |
| ·Flow Field Simulation | 第75-76页 |
| ·Test Contents | 第76-82页 |
| 4 Wind Tunnel Investigations: Flutter | 第82-115页 |
| ·Introduction | 第82-83页 |
| ·Unsteady Aerodynamic Self-Excited Forces and the Flutter Derivatives | 第83-87页 |
| ·The Theory of Ideal Flat-Plate Aerodynamic Self-Excited Forces | 第83-85页 |
| ·The Scanlan’s Flutter Derivatives Theory of Bridge | 第85-87页 |
| ·The Critical Flutter Wind Speed and the Critical State | 第87-98页 |
| ·The Two-dimensional Simplified Mathematical Model of Bridge’s Wind-Induced Vibration | 第90-94页 |
| ·The Coupled Flutter Theory of Two Degrees of Freedom | 第94-98页 |
| ·Selberg’s Formula | 第98页 |
| ·Section Models Dynamic Test Results and Discussion | 第98-113页 |
| ·Flutter Instabilities Test and Parametric Studies | 第98-108页 |
| ·Proposed Formula for the Flutter Derivatives | 第108-110页 |
| ·Experimental Determination of Critical Flutter Wind Speed | 第110-111页 |
| ·Flutter Speeds from Selberg’s Formula | 第111-113页 |
| ·Full Model Dynamic Test Results and Discussion | 第113-115页 |
| 5 Wind Tunnel Investigations: Buffeting | 第115-137页 |
| ·General | 第115页 |
| ·Buffeting Responses Results and Parametric Studies | 第115-120页 |
| ·Uniform Flow Experiments | 第115-118页 |
| ·Turbulent Flow Experiments | 第118-120页 |
| ·Active Control of Xia-Zhang Bridge during Construction | 第120-122页 |
| ·Proposed Formula for the RMS of the Displacements | 第122-125页 |
| ·Unique Tower Experiments | 第125-137页 |
| 6 Conclusions and Recommendations | 第137-141页 |
| ·Conclusions | 第137-139页 |
| ·Recommendations for Future Work | 第139-141页 |
| ACKNOWLEDGEMENTS | 第141-142页 |
| REFERENCES | 第142-148页 |
| PUBLICATIONS | 第148页 |
