Nonlinear vibration and active control of cable-stayed bridges 斜張橋の非線形振動とアクティブコントロール

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Author

    • Warnitchai, Pennung ワーニッシャイ, ペンヌン

Bibliographic Information

Title

Nonlinear vibration and active control of cable-stayed bridges

Other Title

斜張橋の非線形振動とアクティブコントロール

Author

Warnitchai, Pennung

Author(Another name)

ワーニッシャイ, ペンヌン

University

東京大学

Types of degree

工学博士

Grant ID

甲第8766号

Degree year

1990-09-29

Note and Description

博士論文

Table of Contents

  1. TABLE OF CONTENTS / p5 (0006.jp2)
  2. TITLE PAGE / p1 (0002.jp2)
  3. ACKNOWLEDGEMENTS / p2 (0003.jp2)
  4. ABSTRACT / p3 (0004.jp2)
  5. TABLE OF CONTENTS / p5 (0006.jp2)
  6. CHAPTER1 INTRODUCTION / 1-1 / (0008.jp2)
  7. 1.1 Cable-Stayed Bridge / 1-1 / (0008.jp2)
  8. 1.2 Vibration Problems in Cable-Stayed Bridge / 1-2 / (0009.jp2)
  9. 1.3 Lack of Proper Mathematical Model / 1-5 / (0012.jp2)
  10. 1.4 Active Vibration Control-A New Challenge / 1-7 / (0014.jp2)
  11. 1.5 Scope of Study / 1-9 / (0016.jp2)
  12. 1.6 References / 1-11 / (0018.jp2)
  13. CHAPTER2 ANALYTICAL MODEL OF CABLE-STAYED BRIDGES / 2-1 / (0020.jp2)
  14. 2.1 Introduction / 2-1 / (0020.jp2)
  15. 2.2 Theory of Solid Continuum Mechanics / 2-3 / (0022.jp2)
  16. 2.3 Theory of Structural Mechanics / 2-17 / (0036.jp2)
  17. 2.4 Governing Equations of Stay Cable / 2-19 / (0038.jp2)
  18. 2.5 Governing Equations of Cable-Stayed Bridges / 2-40 / (0059.jp2)
  19. 2.6 Linearized Governing Equations / 2-74 / (0093.jp2)
  20. 2.7 Conclusion / 2-82 / (0101.jp2)
  21. 2.8 References / 2-84 / (0103.jp2)
  22. CHAPTER3 EXPERIMENTAL STUDY ON NONLINEAR OSCILLATIONS OF CABLE-STAYED BEAM / 3-1 / (0115.jp2)
  23. 3.1 Introduction / 3-1 / (0115.jp2)
  24. 3.2 Acase study:T.Bridge / 3-3 / (0117.jp2)
  25. 3.3 Analytical Model of Cable-Stayed Beam / 3-5 / (0119.jp2)
  26. 3.4 Nondimensionalization of Equations / 3-11 / (0125.jp2)
  27. 3.5 Description of Physical Model / 3-14 / (0128.jp2)
  28. 3.6 Identification of System's Parameters and Experimental Procedure / 3-17 / (0131.jp2)
  29. 3.7 Experimental Results and Discussions / 3-20 / (0134.jp2)
  30. 3.8 Field Identification / 3-28 / (0142.jp2)
  31. 3.9 References / 3-29 / (0143.jp2)
  32. CHAPTER4 COMPARISON OF EXPERIMENT AND ANALYSIS OF LOCAL-GLOBAL INTERACTION OF 3DOF SYSTEM / 4-1 / (0180.jp2)
  33. 4.1 Introduction / 4-1 / (0180.jp2)
  34. 4.2 Analytical Model of Cable-Stayed Beam / 4-3 / (0182.jp2)
  35. 4.3 Experiment / 4-13 / (0192.jp2)
  36. 4.4 Energy Flow Analysis / 4-22 / (0201.jp2)
  37. 4.5 Conclusion / 4-30 / (0209.jp2)
  38. 4.6 References and Nomenclature / 4-32 / (0211.jp2)
  39. CHAPTER5 ACTIVE CONTROL OF CABLE-STAYED BRIDGES / 5-1 / (0231.jp2)
  40. 5.1 Introduction / 5-1 / (0231.jp2)
  41. 5.2 Analytical Model of Cable-Stayed Bridge having Internal Actuators / 5-5 / (0235.jp2)
  42. 5.3 Analytical studies on Active Stiffness Control / 5-22 / (0252.jp2)
  43. 5.4 Experimental Set up / 5-49 / (0279.jp2)
  44. 5.5 Experimental studies on Active Stiffness Control / 5-64 / (0294.jp2)
  45. 5.6 Experimental studies on Active Damping / 5-80 / (0310.jp2)
  46. 5.7 Conclusion / 5-144 / (0374.jp2)
  47. 5.8 References / 5-147 / (0377.jp2)
  48. CHAPTER6 REVIEW,SUMMARY,AND RECOMMENDATIONS / 6-1 / (0379.jp2)
  49. 6.1 New Analytical Model / 6-1 / (0379.jp2)
  50. 6.2 Feasibility study of Active Vibration Control / 6-7 / (0385.jp2)
  51. 6.3 References / 6-12 / (0390.jp2)
  52. VITA / (0392.jp2)
24access

Codes

  • NII Article ID (NAID)
    500000081524
  • NII Author ID (NRID)
    • 8000000081732
  • DOI(NDL)
  • NDLBibID
    • 000000245838
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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