Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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The Damping System for Mitigation of Cable Vibration in Sepung Bridge

세풍대교 케이블 진동저감을 위한 댐퍼 시스템

  • Published : 2013.03.30
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Abstract

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References

  1. Kovacs, I. (1982) Zur Frage der Seilschwingungen und der Seil-dampfung. Die Bautechnik, 10, pp.325-332, (in German).
  2. Krenk, S. (2000) Vibrations of a Taut Cable with an External Damper. J. Applied Mech., ASME, 67, pp.772-776. https://doi.org/10.1115/1.1322037
  3. Main, J. A. and Jones. N. P. (2002) Free Vibrations of Taut Cable with Attached Damper. I: Linear Viscous Damper. J. Eng. Mech., Vol. 128, No. 10, pp.1062-1071. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1062)
  4. Pacheco, B. M., Fujino, Y., and Sulekh, A. (1993) Estimation Curve for Modal Damping in Stay Cables with Viscous Damper. J. Struct. Eng., ASCE, Vol. 119, No. 6, pp.1961-1979. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:6(1961)
  5. Uno, K., Kitagawa, S., Tsutsumi, H., Inoue, A., and Nakaya, S. (1991) A Simple Method of Designing Cable Vibration Dampers of Cable-Stayed Bridge. J. Struct. Engrg., JSCE, Tokyo, Japan, 37A, 789-798.
  6. Watson, S. C. and Stafford, D. (1988) Cables in Trouble. Civil Eng., ASCE, Vol. 58, No. 4, pp.38-41.
  7. Yoneda, M., and Maeda, K. (1989) A Study on Practical Estimation Method for Structural Damping of Stay Cable with Damper. Proc., Canada-Japan Workshop on Bridge Aerodynamics, Ottawa, Canada, 119-128.