Wind induced vibration of cable-stayed bridges 斜張橋の動的空力挙動に関する研究

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Author

    • Stoyanoff, Stoyan Trayanov ストヤノフ, ストヤン タラヤノワ

Bibliographic Information

Title

Wind induced vibration of cable-stayed bridges

Other Title

斜張橋の動的空力挙動に関する研究

Author

Stoyanoff, Stoyan Trayanov

Author(Another name)

ストヤノフ, ストヤン タラヤノワ

University

京都大学

Types of degree

博士 (工学)

Grant ID

甲第5459号

Degree year

1993-05-24

Note and Description

博士論文

Table of Contents

  1. 論文目録 / (0001.jp2)
  2. Contents / p4 (0007.jp2)
  3. Acknowledgements / p1 (0005.jp2)
  4. Abstract / p3 (0006.jp2)
  5. Contents / p4 (0007.jp2)
  6. 1 LONG-SPAN CABLE-STAYED BRIDGES AND WINDS / p1 (0010.jp2)
  7. 1.1 Preliminaries / p1 (0010.jp2)
  8. 1.2 Wind Causes Vibrations of Bridges / p3 (0011.jp2)
  9. 1.3 Wind Engineering and Cable-Stayed Bridges / p5 (0012.jp2)
  10. 1.4 Scope of Study and Contributions / p8 (0014.jp2)
  11. 1.5 Overall Organization / p10 (0015.jp2)
  12. Bibliography / p11 (0015.jp2)
  13. 2 TURBULENCE AND VIBRATIONS OF CABLE-STAYED BRIDGES / p16 (0019.jp2)
  14. 2.1 Introduction / p16 (0019.jp2)
  15. 2.2 Turbulence and Wind Engineering / p17 (0020.jp2)
  16. 2.3 Hexagonal Box Girders / p20 (0021.jp2)
  17. 2.4 The Tower and Wind Excited Vibrations / p32 (0027.jp2)
  18. 2.5 The Cables:Free,Damped,Wind,and Wind-Rain Induced Vibrations / p34 (0028.jp2)
  19. Bibliography / p36 (0029.jp2)
  20. A Hexagonal box girder:The free vibration test / p40 (0031.jp2)
  21. B Hexagonal box girder:The forced vibration test / p49 (0036.jp2)
  22. C Hexagonal box girder:The flow visualization / p54 (0038.jp2)
  23. 3 BRIDGES IN COMPLICATED WIND ENVIRONMENTS / p65 (0045.jp2)
  24. 3.1 Introduction / p65 (0045.jp2)
  25. 3.2 3D Analysis of Non-Coupled Motions / p67 (0046.jp2)
  26. 3.3 Procedures for 3D Aerodynamic Analysis / p72 (0049.jp2)
  27. 3.4 Concluding Remarks / p76 (0051.jp2)
  28. Bibliography / p77 (0051.jp2)
  29. A Truss arch bridge connecting two skyscrapers / p79 (0052.jp2)
  30. B The ”Nielsen”arch bridge / p87 (0056.jp2)
  31. 4 THREE-DIMENSIONAL FLUTTER ANALYSIS / p105 (0066.jp2)
  32. 4.1 Introduction / p105 (0066.jp2)
  33. 4.2 Equation of Motions / p108 (0068.jp2)
  34. 4.3 Aerodynamic Damping and Stiffness Matrices / p110 (0069.jp2)
  35. 4.4 Similarity Requirements / p112 (0070.jp2)
  36. 4.5 Solution of the 3D Flutter Problem / p113 (0070.jp2)
  37. 4.6 3D Flutter Analysis of 2DOF Rectangular Box / p121 (0074.jp2)
  38. 4.7 3D Flutter Analysis of Long-Span Cable-Stayed Bridges / p128 (0078.jp2)
  39. 4.8 3D Flutter Analysis-Summary / p160 (0094.jp2)
  40. Bibliography / p161 (0094.jp2)
  41. A The self-excited forces / p164 (0096.jp2)
  42. B CS1-natural frequencies,modes and equivalent masses / p170 (0099.jp2)
  43. C CS2-natural frequencies,modes and equivalent masses / p173 (0100.jp2)
  44. 5 WIND ENGINEERING COMPUTER AIDED DESIGN OF CABLE-STAYED BRIDGES / p187 (0108.jp2)
  45. 5.1 Introduction / p187 (0108.jp2)
  46. 5.2 WindCAD as a CAD/CAE System / p188 (0109.jp2)
  47. 5.3 The WindCAD:Directions for Development / p195 (0112.jp2)
  48. Bibliography / p197 (0113.jp2)
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Codes

  • NII Article ID (NAID)
    500000096174
  • NII Author ID (NRID)
    • 8000000096400
  • DOI(NDL)
  • NDLBibID
    • 000000260488
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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