Skip to main content
SpringerLink
Log in

Cable Vibrations and Control Methods

  • Chapter
Wind Resistant Design of Bridges in Japan

Abstract

The development of cable-stayed bridge as a structural choice for medium to long span bridges has been remarkable through the closing decades of the last century. As an essential component of the bridge structure, stay cables play an important role in the dynamic behaviour of cable-stayed bridges. Cables are extremely vulnerable to wind excitation mainly due to its low mechanical damping. Many efforts have been made during the past years to clarify the mechanisms of, and find solutions to, various types of wind-induced cable vibrations to alleviate engineering problems. Furthermore, with a rapid development of span length in cable-stayed bridges, even new types of instability particularly of the inclined cables have been identified, such as the rain–wind vibration, high-speed vortex excitation, and the dry inclined cable galloping, which have been all new challenges to bridge engineers. The purpose of this chapter is to attempt a comprehensive state-of-the-art review of various types of wind-induced cable vibrations.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Log in via an institution
Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 119.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 109.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Ehsan F, Scanlan RH, Bosch HR (1990) Modeling spanwise correction effects in the vortex-induced response of flexible bridges. J Wind Eng Ind Aerod 36(2):1105–1114

    Google Scholar 

  2. Leblond A, Hardy C (1999) On the estimation of a \( \theta \leq {45^{ \circ }} \)complex matrix of symmetric Stockbridge-type dampers. In: Proceedings of the 3rd international symposium on cable dynamics (ISCD), Trondheim, pp 139–144

    Google Scholar 

  3. Sauter D, Liu Q, Hagedorn P, Rahman, A (2001) On the vortex-excited vibrations of stay-cables. In: Proceedings of the 4th international symposium on cable dynamics (ISCD), Montreal, pp 277–284

    Google Scholar 

  4. ASCE Committee on Electrical Transmission Structures (1984) Guidelines for transmission line structural loading, ASCE Structural Division

    Google Scholar 

  5. Davenport AG (1979) Gust response factors for transmission line loading. In: Proceedings of the 5th international conference on wind engineering, Fort Collins, Colorado, pp 899–910

    Google Scholar 

  6. Virlogeux M (1998) Cable vibrations in cable-stayed bridges. In: Larsen A, Esdahl S (eds) Bridge aerodynamics. Balkema, Rotterdam, pp 213–233

    Google Scholar 

  7. Den Hartog JP (1932) Transmission line vibration due to sleet. AIEE Trans 51:1074–1076

    Google Scholar 

  8. Lilien JL (1997) Galloping of overhead electrical lines, mechanisms, wind tunnel experiments—field measurements. In: Proceedings of the 2nd international seminar on cable dynamics (ISCD), Tokyo, pp 37–48

    Google Scholar 

  9. Novak M, Tanaka H (1974) Effect of turbulence on galloping instability. Proc ASCE 100 (EM1):27–47

    Google Scholar 

  10. Ito M, Fujino Y, Yamaguchi H (1985) Wind tunnel study on galloping of suspended figure-8 telecommunication cables. Proc JSCE Struct Eng 2(1):217–225

    Google Scholar 

  11. Novak M, Davenport AG, Tanaka H (1978) Vibrations of towers due to galloping of iced guy cables. Proceedings ASCE 104(EM2):457–473

    Google Scholar 

  12. Larsen A, Lafrenière A (2005) Application of a limit cycle oscillator model to bridge cable galloping. In: Proceedings of the 6th international seminar on cable dynamics (ISCD), Charleston, South Carolina

    Google Scholar 

  13. Zdravkovich MM (1997) Flow around circular cylinders. Oxford University Press, Oxford

    MATH  Google Scholar 

  14. Yoshimura T, Savage M, Tanaka H (1995) Wind-induced vibrations of bridge stay-cables. In: Proceedings of the 1st international seminar on cable dynamics, Liège, pp 437–444

    Google Scholar 

  15. Chen SS (1987) A general theory for dynamic instability of tube arrays in cross flow. J Fluid Struct 1:35–53

    Article  MATH  Google Scholar 

  16. Wardlaw RL (1994) Interference and proximity effects. In: Sockel H (ed) Wind-excited vibrations of structures, Springer-Verlag, pp 321–363

    Google Scholar 

  17. Wardlaw RL, Cooper KR (1974) Mechanisms and alleviation of wind-induced structural vibrations. In: Proceedings of the 2nd symposium on applications of solid mechanics, Hamilton, Ontario, pp 369–399

    Google Scholar 

  18. Simpson A, Flowers JW (1977) An improved mathematical model for the aerodynamic forces on tandem cylinders in motion with aeroelastic applications. J Sound Vib 51(2):183–217

    Article  MATH  Google Scholar 

  19. Hardy C, Bourdon P (1979) The influence of spacer dynamic properties in the control of bundle conductor motion. IEEE PES summer meeting, Vancouver

    Google Scholar 

  20. Price SJ, Paidoussis MP (1984) The aerodynamic forces acting on groups of two and three circular cylinders when subject to a cross-flow. J Wind Eng Ind Aerod 17:329–347

    Article  Google Scholar 

  21. Toriumi R, Furuya N, Takeguchi M, Miyazaki M, Saito Z (1999) A study on wind-induced vibration of parallel suspenders observed at the Akashi-Kaikyo bridge. In: Proceedings of the 3rd international symposium on cable dynamics, Trondheim, pp 177–182

    Google Scholar 

  22. Kovács I, Leonhardt A (1982) Zur frage der Seilschwingungen und der Seildämpfung. Die Bautechnik 10:325–332

    Google Scholar 

  23. Fujino Y, Warnitchai P, Pacheco B (1993) An experimental and analytical study of auto-parametric resonance in a 3DOF model of cable-stayed-beam. J Nonlinear Dynam 4:111–138

    Google Scholar 

  24. Warnitchai P, Fujino Y, Susumpow T (1995) A non-linear dynamic model for cables and its application to a cable-structure system. J Sound Vib 187(4):695–712

    Article  Google Scholar 

  25. Gani F, Tanaka H (2005) Parametric excitation of stay-cables. In: Proceedings of the 6th ISCD, Charleston, South Carolina

    Google Scholar 

  26. Liu MY, Zuo D, Jones NP (2005) Deck-induced stay cable vibrations: field observations and analytical model. In: Proceedings of the 6th ISCD, Charleston, South Carolina

    Google Scholar 

  27. Stubler J, Ladret P, Domage JB, Peltier M (1999) Bridge stay-cable vibration: phenomena, criteria and damper technology. In: Proceedings of the 3rd ISCD, Trondheim, pp 163–170

    Google Scholar 

  28. Davis DA, Richards DJW, Scriven RA (1963) Investigation of conductor oscillation on the 275 KV crossing over the River Severn and Wye. Proc IEE 110:205–219

    Google Scholar 

  29. Richards DJW (1963) Aerodynamic properties of the Severn Crossing conductor, In: Proceedings of the 1st ICWE, Teddington 2:688–765

    Google Scholar 

  30. Hikami Y (1986) Rain vibrations of cables of cable stayed bridge (in Japanese). J Wind Eng JAWE 27:17–28

    Article  Google Scholar 

  31. Yamada Y, Shiraishi N, Toki K, Matsumoto M, Matsuhashi K, Kitazawa M, Ishizaki H (1991) Earthquake-resistant and wind-resistant design of the Higashi-Kobe bridge. In: Ito M, Fujino Y, Miyata T, Narita N (eds) Cable-stayed bridges: recent development and their future, Elsevier, Amsterdam 397–416

    Google Scholar 

  32. Yamaguchi H (1990) Analytical study on growth mechanism of rain vibration of cables. J Wind Eng Ind Aerod 33:73–80

    Article  Google Scholar 

  33. Ruscheweyh H (1999) The mechanism of rain–wind-induced vibration. In: Larsen A, Larose GL, Livesey FM (eds.) In: Proceedings of the 10th international conference on wind engineering: wind engineering into the 21st century. Balkema, Copenhagen, pp 1041–1047

    Google Scholar 

  34. Bosdogianni A, Olivari D (1996) Wind- and rain-induced oscillations of cables of stayed bridges. J Wind Eng Ind Aerod 64:171–185

    Article  Google Scholar 

  35. Verwiebe C (1998) Rain–wind-induced vibrations of cables and bars. In: Larsen A, Esdahl S (eds) Bridge aerodynamics. Balkema, Rotterdam, pp 255–263

    Google Scholar 

  36. Verwiebe C, Ruscheweyh H (1998) Recent research results concerning the excitation mechanisms of rain–wind-induced vibrations. J Wind Eng Ind Aerod 74–76:1005–1013

    Article  Google Scholar 

  37. Flamand O (2001) An explanation of the rain–wind induced vibration of inclined stays. In: Proceedings of the 4th ISCD, Montreal, pp 69–76

    Google Scholar 

  38. Geurts C, Staalduinen P (1999) Estimation of the effects of rain–wind induced vibration in the design stage of inclined stay cables. In: Larsen A, Larose GL, Livesey FM (eds) Wind engineering into the 21st century. Balkema, Rotterdam, pp 885–892

    Google Scholar 

  39. Xu YL, Wang LY (2001) Analytical study of wind-rain-induced cable vibration. In: Proceedings of the 5th Asia-Pacific conference on wind engineering, Kyoto, pp 109–112

    Google Scholar 

  40. Gu M, Lu Q (2001) Theoretical analysis of wind–rain induced vibration of cables of cable-stayed bridges. In: Proceedings of the 5th Asia-Pacific conference on wind engineering, Kyoto, pp 125–128

    Google Scholar 

  41. Matsumoto M (1998) Observed behaviour of prototype cable vibration and its generation mechanism. In: Larsen A, Esdahl S (eds) Bridge aerodynamics. Balkema, Rotterdam, pp 189–211

    Google Scholar 

  42. Matsumoto M, Ishizaki H, Kitazawa M, Aoki J, Fujii D (1995) Cable aerodynamics and its stabilization. In: Proceedings of the ISCD, Liège, pp 289–296

    Google Scholar 

  43. Matsumoto M, Shiraishi N, Kitazawa M, Knisely C, Shirato H, Kim Y, Tsujii M (1990) Aerodynamic behaviour of inclined circular cylinders—Cable aerodynamics. J Wind Eng Ind Aerod 33:63–72

    Article  Google Scholar 

  44. Matsumoto M, Shirato H, Yagi T, Jones NP, Hayashi T (2001) Field observation system of cable aerodynamics in natural wind. In: Proceedings of the 4th ISCD, Montreal, pp 219–225

    Google Scholar 

  45. Matsumoto M, Yagi T, Oishi T, Adachi Y (2005) Effects of axial flow and Kármán vortex interferences on dry-state cable galloping of inclined stay-cables. In: Proceedings of the 6th ISCD, Charleston

    Google Scholar 

  46. Matsumoto M, Yagi T, Hatsuda H, Shima T, Tanaka M (2007) Sensitivity of dry-state galloping of cable stayed bridges to Scruton number. In: Proceedings of the ISCD, Vienna, pp 331–338

    Google Scholar 

  47. Matsumoto M, Yamagishi M, Aoki J, Shiraishi N (1995) Various mechanism of inclined cable aerodynamics. In: Proceedings of the 9th ICWE, New Delhi, pp 759–770

    Google Scholar 

  48. Yoshimura T, Inoue A, Kaji K, Savage MG (1989) A study on the aerodynamic stability of the Aratsu Bridge. In: Proceedings of the Japan-Canada workshop on bridge aerodynamics, Ottawa, pp 41–50

    Google Scholar 

  49. Kovács I, Strommen E, Hjorth-Hansen E (1999) Damping devices against cable oscillations on Suuingesund bridge. In: Proceedings of the 3rd ISCD, Trondheim, pp 145–150

    Google Scholar 

  50. Langsø H, Larsen O (1987) Generating mechanisms for cable-stay oscillations at the Farø Bridge. In: Proceedings of the international conference on cable-stayed bridges, Bangkok, pp 1023–1033

    Google Scholar 

  51. Hikami Y, Shiraishi N (1988) Rain–wind induced vibrations of cables in cable-stayed bridges. J Wind Eng Ind Aerod 29:409–418

    Article  Google Scholar 

  52. Kusakabe T, Yokoyama K, Kanazaki T, Sekiya M (1995) The effects of cable cross ties for wind-induced vibration. In: Proceedings of the 9th ICWE, New Delhi, pp 783–792

    Google Scholar 

  53. Ruscheweyh H, Verwiebe C (1995) Rain–wind-induced vibrations of steel bars. In: Proceedings of the 1st ISCD, Liège, pp 469–472

    Google Scholar 

  54. Flamand O (1994) Rain–wind induced vibration of cables. In: Proceedings of the cable-stayed and suspension bridges, Deauville, 2:523–531

    Google Scholar 

  55. Kobayashi H, Minami Y, Miki M (1995) Prevention of rain–wind induced vibration of an inclined cable by surface processing, In: Proceedings of the 9th ICWE, New Delhi, pp 753–758

    Google Scholar 

  56. Saito T, Matsumoto M, Kitazawa M (1994) Rain–wind excitation of cables on cable-stayed Higashi-Kobe Bridge and cable vibration control. I In: Proceedings of the cable-stayed and suspension bridges, Deauville, 2:507–514

    Google Scholar 

  57. Miyata T, Yamada H, Hojo T (1994) Aerodynamic response of PE stay cables with pattern-indented surface. In: Proceedings of the cable-stayed and suspension bridges, Deauville 2:515–522

    Google Scholar 

  58. Irwin PA, Nedim A, Telang N (1999) Wind induced stay cable vibrations – A case study. In: Proceedings of the 3rd ISCD, Trondheim, pp 171–176

    Google Scholar 

  59. Yamada H (1997) Control of wind-induced cable vibrations from a viewpoint of the wind resistant design of cable-stayed bridges. In: Proceedings of the 2nd ISCD, Tokyo, pp 129–138

    Google Scholar 

  60. Matsumoto M, Yokoyama K, Miyata T, Fujino Y, Yamaguchi H (1989) Wind-induced cable vibration of cable-stayed bridges in Japan. In: Proceedings of the Canada-Japan workshop on bridge aerodynamics, Ottawa, pp 101–110

    Google Scholar 

  61. Cheng SH, Tanaka H (2002) Aerodynamics of dry inclined cables. In: Proceedings of the 2nd international conference advances in wind & structures, Pusan, Korea, pp 361–368

    Google Scholar 

  62. Cheng SH, Tanaka H, Irwin PA, Jakobsen JB (2003) Aerodynamic instability of inclined cables. In: Proceedings of the 5th ISCD, Santa Margherita, pp 69–76

    Google Scholar 

  63. Cheng SH, Irwin PA, Jakobsen JB, Lankin J, Larose GL, Savage MG, Tanaka H, Zurell C (2003) Divergent motion of cables exposed to skewed wind. In: Proceedings of the 5th ISCD, Santa Margherita, pp 271–278

    Google Scholar 

  64. Cheng SH, Tanaka H (2005) Correlation of aerodynamic forces on an inclined circular cylinder. Wind Struct 8(2):135–146

    Google Scholar 

  65. Larose GL, Zan SJ (2001) The aerodynamic forces on the stay cables of cable-stayed bridges in the critical Reynolds number range. In: Proceedings of the 4th ISCD, Montreal, pp 77–84

    Google Scholar 

  66. Macdonald JHG, Larose GL (2006) A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping. J Fluid Struct 22:229–252

    Article  Google Scholar 

  67. Larose GL, Jakobsen JB, Savage MG (2003) Wind-tunnel experiments on an inclined and yawed stay-cable model in the critical Reynolds number range. In: Proceedings of the 11th ICWE, Lubbock, Texas 2:1705–1712

    Google Scholar 

  68. Larose GL, Jakobsen JB, Savage MG (2003) Wind tunnel experiments on an inclined and yawed circular cylinder in the critical Reynolds number range. In: Proceedings of the 5th ISCD, Santa Margherita, pp 279–286

    Google Scholar 

  69. Macdonald JHG (2005) Quasi-steady analysis of inclined cable galloping in the critical Reynolds number range. In: Proceedings of the 6th ISCD, Charleston, South Carolina

    Google Scholar 

  70. Ruscheweyh H, Hirsch G (1974) Vibration measurements at the cable stayed Köhlbrand Bridge in Hamburg (in German). Technical Report, Institute for Lightweight Structures, University of Aachen (RWTH)

    Google Scholar 

  71. Wianecki J (1979) Cables wind excited vibrations of cable-stayed bridges, In: Proceedings of the 5th ICWE, Fort Collins, Colorado, pp 1381–1393

    Google Scholar 

  72. Miyasaka Y, Ohshima K, Nakabayashi S (1987) Experimental study on Ajikawa Bridge cable vibration (in Japanese). Hanshin expressway public corporation engineering report (7)

    Google Scholar 

  73. Ohshima K Nanjo M (1987) Aerodynamic stability of the cables of a cable-stayed bridge subjected to rain: a case study of the Aji river bridge. In: Proceedings of the US-Japan joint seminar on natural resources

    Google Scholar 

  74. Yoshimura T, Savage MG, Tanaka H (1995) Wind induced vibrations of bridge stay-cables. In: Proceedings of the 1st ISCD, Liège, pp 437–444

    Google Scholar 

  75. Lilien JL, Pinto da Costa A (1994) Vibration amplitudes caused by parametric excitation of cable stayer structures. J Sound Vib 174(1):69–90

    Article  MATH  Google Scholar 

  76. Cremer JM, Counasse C, de Ville de Goyet V, Lothaire A, Dumortier A (1995) The stays, their dynamic behaviour, their equipments: Bridges at Ben-Ahin, Wandre and upon Alzette. In: Proceedings of the 1st ISCD, Liège, pp 489–496

    Google Scholar 

  77. Cheng SH (1999) Personal communication

    Google Scholar 

  78. Gu M, Liu CJ, Lou GQ, Lin ZX, Xiang HF (1998) Rain–wind-induced vibration of cables on cable-stayed bridges and its control (in Chinese). Shanghai J Mech 25(1):281–288

    Google Scholar 

  79. Geurts C, Vrouwenvelder T, Staalduinen P, Reusink J (1998) Numerical modelling of rain–wind-induced vibration: Erasmus bridge, Rotterdam. Struct Eng Int 8(2):129–135

    Article  Google Scholar 

  80. Irwin PA (2005) Field monitoring of cable supported bridges. In: Proceedings of the 6th ISCD, Charleston, South Carolina

    Google Scholar 

  81. Hardy C, Watts JA, Brunelle J, Cloutier LJ (1975) Research on the dynamics of bundled conductors at the Hydro-Québec Institute of Research. Trans. E+O Div., CEA 14(4)

    Google Scholar 

  82. Zasso A, Bocciolone M, Brownjohn J (1992) Rain–wind aeroelastic instability of the inclined hangers of a suspension bridge. In: Proceedings of the inaugural conference of the wind engineering society, Cambridge, UK

    Google Scholar 

  83. Main JA, Jones NP, Yamaguchi H (2001) Characterization of rain–wind induced stay-cable vibrations from full-scale measurements. In: Proceedings of the 4th ISCD, Montreal, pp 235–242

    Google Scholar 

  84. Narita N, Yokoyama K (1991) A summarized account of damping capacity and measures against wind action in cable-stayed bridges in Japan. In: Ito M, Fujino Y, Miyata T, Narita N (eds) Cable-stayed bridges: recent developments and their future. Elsevier, Amsterdam, pp 257–276

    Google Scholar 

  85. Zuo D, Jones NP, Main JA (2004) Vortex- and rain–wind-induced stay cable vibrations in a three-dimensional environment. In: Proceedings of the 5th international colloquium on bluff body aerodynamics & applications, Ottawa, pp 397–400

    Google Scholar 

  86. Hjorth-Hansen E, Strømmen E (2003) Wind-excited vibration of the longest suspenders of a suspension bridge. In: Proceedings of the 5th ISCD, St. Margherita, pp 541–543

    Google Scholar 

  87. Asa-Jakobsen K, Jordet E, Rambjør SK (1995) Full scale measurements of the behaviour of the Helgeland Bridge, a cable-stayed bridge located in a harsh environment. In: Proceedings of the 1st ISCD, Liège, pp 473–480

    Google Scholar 

  88. Andersen H, Hommel D, Veje E (1999) Emergency rehabilitation of the Zárate-Brazo Largo Bridges, Argentina. In: Proceedings of the IABSE conference on cable-stayed bridges—past, present and future, IABSE

    Google Scholar 

  89. Caetano ES, Cunha AF, Frias R (2003) Identification of parametric excitation at the international Guadiana bridge. In: Proceedings of the 5th ISCD, St. Margherita, pp 525–532

    Google Scholar 

  90. Macdonald JHG, Irwin PA, Fletcher MS (2002) Vortex induced vibrations of the second Severn crossing cable-stayed bridge—Full scale and wind tunnel measurements. Proc ICE: Struct Build 152 (2):123–134

    Google Scholar 

  91. Scruton C, Walshe DEJ (1957) A means for avoiding wind-excited oscillations of structures with circular or nearly circular cross-section. NPL Report NPL/Aero/335

    Google Scholar 

  92. Macdonald JHG (2001) Susceptibility of inclined bridge cable to large amplitude vibrations considering aerodynamic and structural cable damping. In: proceedings of the 4th ISCD, Montreal, pp 243–250

    Google Scholar 

  93. Yamaguchi H, Fujino Y (1998) Stayed cable dynamics and its vibration control. In: Esdahl S, Larsen A (eds) Bridge aerodynamics, Balkema, pp 235–253

    Google Scholar 

  94. Electric Power Research Institute (1979) Transmission line reference book: wind-induced conductor motion. EPRI, Palo Alto, Calif

    Google Scholar 

  95. Pacheco BM, Fujino Y, Sulekh A (1993) Estimation curve for modal damping in stay cables with viscous damper. J Struct Eng ASCE 119(ST6):1961–1979

    Article  Google Scholar 

  96. Krenk S, Høgsberg JR (2003) Optimal damping of cables by an external damper. In: proceedings of the 5th ISCD, Santa Margherita, pp 419–426

    Google Scholar 

  97. Hoang N, Fujino Y (2007) Analytical study on bending effect in a stay with a damper. J Eng Mech ASCE 133(11):1241–1246

    Article  Google Scholar 

  98. Fujino Y, Hoang N (2008) Design formulas for damping of stay cable with a damper. J Struct Eng ASCE 134(2):269–278

    Article  Google Scholar 

  99. Bournand Y, Crigler J (2005) The VSL friction damper for cable-stayed bridges: Some results from maintenance and testing on long cables. In: proceedings of the 6th ISCD, Charleston, South Carolina, pp 199–204

    Google Scholar 

  100. Weber F, Distl H, Feltrin G, Motavalli M (2005) Evaluation procedure of decay measurements of a cable with passive-on operating MR damper. In: proceedings of the 6th ISCD, Charleston, South Carolina

    Google Scholar 

  101. Miyasaka Y, Nanjo J, Nanjo M, Kado H, Ishitobi T (1992) Cable vibration and its countermeasure of the Tempozan bridge (in Japanese). Bridge Foundation Eng 26(4):27–36

    Google Scholar 

  102. Mori Y, Ishitobi T, Nanjo M (1992) Field observation of cable vibration of the Tempozan Bridge and its counter measures(in Japanese). In: proceedings of the 12th national symposium on wind engineering, Tokyo, pp 273–278

    Google Scholar 

  103. Fujiwara T, Manabe Y, Yamaguchi K (1999) Vibration control of cables of the Tatara bridge (in Japanese). Bridge Foundation Eng 33(5):16–19

    Google Scholar 

  104. Takeguchi M (2000) Aerodynamic stabilization of hanger ropes of the Akashi Kaikyo bridge (in Japanese). Honshi Technical Report BOEA 24(93):18–25

    Google Scholar 

  105. Wenzel H (2009) Health monitoring of bridges. John Wiley & Sons, UK

    Google Scholar 

Download references

Acknowledgments

Some parts of this chapter, namely 10.1–10.2.8, are primarily based on the chapter 12 of reference [105], which was originally prepared by Hiroshi Tanaka and Helmut Wenzel. Earlier discussion on the same material by Guy L. Larose and Shaohong Cheng is also acknowledged.

Author information

Authors and Affiliations

  1. Department of Civil Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo, 113-8656, Japan

    Yozo Fujino (Professor)

  2. Department of Civil Engineering Faculty of Science and Technology, Tokyo University of Science, Shinjuku, Tokyo, Japan

    Kichiro Kimura (Professor)

  3. University of Ottawa, K1N 6N5, Ottawa, ON, Canada

    Hiroshi Tanaka (Professor Emeritus)

Authors
  1. Yozo Fujino
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Kichiro Kimura
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Hiroshi Tanaka
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Yozo Fujino .

Rights and permissions

Reprints and permissions

Copyright information

© 2012 Springer

About this chapter

Cite this chapter

Fujino, Y., Kimura, K., Tanaka, H. (2012). Cable Vibrations and Control Methods. In: Wind Resistant Design of Bridges in Japan. Springer, Tokyo. https://doi.org/10.1007/978-4-431-54046-5_10

Download citation

  • DOI: https://doi.org/10.1007/978-4-431-54046-5_10

  • Publisher Name: Springer, Tokyo

  • Print ISBN: 978-4-431-54045-8

  • Online ISBN: 978-4-431-54046-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation