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基于多种阻尼器的斜拉索减振理论研究

ACKNOWLEDGEMENTS第5-6页
摘要第6-8页
ABSTRACT第8-10页
CHAPTER 1. INTRODUCTION第15-47页
    1.1. Development of cable-stayed bridge第15-17页
    1.2. Problems of stay cable vibration第17-31页
        1.2.1. Parameters related to wind-induced vibration第18-19页
        1.2.2. Vortex-induced vibration第19-20页
        1.2.3. Buffeting due to wind gust第20页
        1.2.4. Wake galloping for group of cables第20-22页
        1.2.5. Parametric excitation第22-24页
        1.2.6. Rain-wind-induced第24-29页
        1.2.7. Galloping of dry inclined cable第29-31页
    1.3. Stay cable vibration control第31-43页
        1.3.1. Stay cable surface treatment第31-32页
        1.3.2. Cross-tie system第32-34页
        1.3.3. Dampers for stay cable vibration reduction第34-43页
    1.4. Overview of the dissertation第43-47页
CHAPTER 2. THEORETICAL EXLORATION OF A TAUT CABLE WITH AN ATTACHED HIGH-DAMPING RUBBER DAMPER第47-65页
    2.1. Introduction第47-48页
    2.2. Motion equation and complex modal analysis of a general taut cable with a single attached damper第48-51页
    2.3. Problem formulation of a taut cable with an attached HDR damper第51-52页
    2.4. Properties of the cable-HDR damper system第52-58页
        2.4.1. Effects of damper location第53页
        2.4.2. Effects of spring factor and material loss factor on the first mode damping ratio第53-55页
        2.4.3. Effects of spring factor on damping ratios of different vibration modes第55-56页
        2.4.4. Changes of the oscillation parameters of cable with an attached HDR damper第56-58页
    2.5. Asymptotic formulas for HDR damper near the cable end第58-61页
    2.6. Design example of an HDR damper第61-62页
    2.7. Conclusions第62-65页
CHAPTER 3. A TAUT CABLE WITH TWO ATTACHED HIGH-DAMPING RUBBER DAMPERS第65-85页
    3.1. Introduction第65-66页
    3.2. Motion equation and complex modal analysis of a general taut cable with two attached dampers第66-69页
    3.3. Problem formulation of a taut cable with two attached HDR dampers第69页
    3.4. Properties of cable-two HDR dampers system第69-75页
        3.4.1. Effects of HDR damper locations第70页
        3.4.2. Two symmetric equal HDR dampers are located at opposite ends of the cable第70-75页
    3.5. Asymptotic formulas for two HDR dampers near the cable end(s)第75-82页
        3.5.1. Asymptoticformulas for two HDR dampers at opposite ends第75-80页
        3.5.2. Asymptotic formulas for two HDR dampers at the same end第80-82页
    3.6. Design example of two HDR dampers for a stay cable第82-83页
    3.7. Conclusions第83-85页
CHAPTER 4. A NEW TYPER OF DAMPER FOR AiTAUT CABLE VIBRATION REDUCTION: TUNED MASS-HIGH-DAMPING RUBBER DAMPER第85-101页
    4.1. Introduction第85-86页
    4.2. Problem formulation of a taut cable with a attached TM-HDR damper第86-87页
    4.3. Numerical parametric study第87-95页
        4.3.1. Effects of damper location第87-89页
        4.3.2. Effects of damper mass第89-92页
        4.3.3. Effects of material loss factor第92-94页
        4.3.4. Effects of damper stiffness第94-95页
    4.4. An example for the TM-HDR damper design第95-98页
    4.5. Conclusions第98-101页
CHAPTER 5. OPTIAMAL PARAMETERS OF VISCOUS DAMPER FOR TAUT CABLE VIBRATION REDUCTION第101-115页
    5.1. Introduction第101-102页
    5.2. Problem formulation of a taut cable with a viscous damper第102-103页
    5.3. Properties of taut cable-viscous damper system第103-108页
        5.3.1. Effects of damper location on the first mode damping ratio第104页
        5.3.2. Effects of viscous damper coefficient on the first mode damping ratio第104-105页
        5.3.3. Effects of viscous damper coefficient on damping ratios in different vibration modes第105-106页
        5.3.4. Changes of the oscillation parameters of cable due to attached viscous damper第106-108页
    5.4. Asymptotic formulas for viscous damper near the cable end第108-110页
    5.5. Design example of a viscous damper第110-113页
        5.5.1. Design a optimal viscous damper for targeting single cable mode第110-111页
        5.5.2. Design a viscous damper for multi-modes第111-113页
    5.6. Conclusions第113-115页
CHAPTER 6. APPLICATION OF VISCOUS MASS DAMPER TO MITIGATE TAUT CABLE VIBRATIONS第115-131页
    6.1. Introduction第115-116页
    6.2. Problem formulation of a taut cable with an attached viscous mass damper第116-118页
    6.3. Effects of viscous mass damper parameters第118-122页
    6.4. Asymptotic formulas for viscous mass damper near the cable end第122-126页
        6.4.1. Asymptotic formulas for a single viscous mass damper第122-124页
        6.4.2. Asymptotic formulasfor a viscous mass damper supported by an elastic spring第124-126页
    6.5. Design example of a viscous mass damper第126-130页
        6.5.1. Design a optimal viscous mass damper for targeting single cable mode第127-128页
        6.5.2. Design a viscous mass damper for multi-modes第128-130页
    6.6. Conclusions第130-131页
CHAPTER 7. A HYBRID DAMPERS SYSTEM COMBINING A VISCOUS DAMPER AND A TUNED MASS DAMPER TO REDUCE TAUT CABLE VIBRATION第131-141页
    7.1. Introduction第131页
    7.2. Problem formulation第131-134页
        7.2.1. A taut cable with two viscous dampers第131-132页
        7.2.2. A taut cable with a viscous damper and a tuned mass damper第132-134页
    7.3. Effects of dampers on oscillation parameters of cable第134-139页
        7.3.1. The cable with a viscous damper only第134-136页
        7.3.2. The cable with two viscous dampers第136页
        7.3.3. The cable with a tuned mass damper only第136-138页
        7.3.4. The cable with a viscous damper and a tuned mass damper第138-139页
    7.4. Conclusions第139-141页
CHAPTER 8. CONCLUSIONS AND RECOMMENDATIONS第141-149页
    8.1. Conclusions第141-146页
        8.1.1. High-damping rubber damper第141-142页
        8.1.2. Tuned mass-high-damping rubber damper第142-143页
        8.1.3. Viscous damper and viscous mass damper第143-144页
        8.1.4. Hybrid dampers system第144页
        8.1.5. Other conclusions第144-146页
    8.2. Innovations第146-147页
    8.3. Recommendations for future study第147-149页
REFERENCES第149-161页
APPENDIX第161-165页
AUTHOR'S VITA第165-169页
学位论文数据集第169页

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