Wind and Structures

  • 제4권1호
  • /
  • Pages.19-30
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  • 2001
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

On the use of tuned mass dampers to suppress vortex shedding induced vibrations

  • Strommen, Einar (Department of Structural Engineering, Norwegian University of Science and Technology) ;
  • Hjorth-Hansen, Erik (Department of Structural Engineering, Norwegian University of Science and Technology)
  • 발행 : 2001.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper concerns computational response predictions when a tuned mass damper is intended to be used for the suppression of vortex shedding induced vibrations of e.g., a bridge deck. A general frequency domain theory is presented and its application is exemplified on a suspension bridge (where vortex shedding vibrations have been observed and where such an installation is a possible solution). Relevant load data are taken from previous wind tunnel tests. In particular, the displacement response statistics of the tuned mass damper as well as the bridge deck are obtained from time domain simulations, showing that after the installation of a TMD peak factors between three and four should be expected.

키워드

참고문헌

  1. Strømmen E. and Hjorth-Hansen E. (1995), "Static and dynamic section model tests of the proposed Hardanger fjord suspension bridge", Proceedings of Bridges into the 21st Century, Hong Kong, October, 1, 251-258.
  2. Hjorth-Hansen E., Strømmen E., Bogunovic Jakobsen J., Brathaug H -P. and Solheim E. (1993), "Wind tunnel studies for a proposed suspension bridge across the Hardangerfjord ", Proceedings of the 2nd European Conference on Structural Dynamics, Trondheim, Norway, June, 2, 1011-1018.
  3. Vickery, B.J. and Basu, R.I. (1983), "Across-wind vibrations of structures of circular cross-section. Part 1, Development of a mathematical model for two-dimensional conditions", Journal of Wind Engineering and Industrial Aerodynamics, 12(1), 49-73. https://doi.org/10.1016/0167-6105(83)90080-6
  4. Vickery, B.J. and Basu, R.I. (1983), "Across-wind vibrations of structures of circular cross-section. Part 2, Development of a mathematical model for full-scale application", Journal of Wind Engineering and Industrial Aerodynamics, 12(1), 79-97.
  5. Luft, R.W. (1979), "Optimal tuned mass dampers for buildings", Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, 105(ST12), 2766-2772.
  6. McNamara, R.J. (1977), "Tuned mass dampers for buildings", Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, 103(ST9), 1785-1798.
  7. Den Hartog, J.P. (1947). Mechanical Vibrations, McGraw-Hill, New York, N.Y.

피인용 문헌

  1. Nonlinear Computer Model for the Simulation of Lock-in Vibration on Long-Span Bridges vol.24, pp.2, 2009, https://doi.org/10.1111/j.1467-8667.2008.00576.x
  2. Nonlinear Tuned Mass Damper for self-excited oscillations vol.7, pp.4, 2004, https://doi.org/10.12989/was.2004.7.4.251
  3. Simultaneous pressures and accelerations measured full-scale on the Great Belt East suspension bridge vol.89, pp.1, 2001, https://doi.org/10.1016/s0167-6105(00)00059-3
  4. Vibration control of vortex-induced vibrations of a bridge deck by a single-side pounding tuned mass damper vol.173, pp.None, 2001, https://doi.org/10.1016/j.engstruct.2018.06.099
  5. Parameter determination of the tuned mass damper mitigating the vortex-induced vibration in bridges vol.221, pp.None, 2001, https://doi.org/10.1016/j.engstruct.2020.111084
  6. Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers vol.2021, pp.None, 2001, https://doi.org/10.1155/2021/4431516