Resonance Characteristics of Stay Cables under Parametric Excitation

Shuai Luo; Quan Sheng Yan; Hong Jun Liu

doi:10.4028/www.scientific.net/AMM.368-370.1477

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 368-370Resonance Characteristics of Stay Cables under...

Resonance Characteristics of Stay Cables under Parametric Excitation

Abstract:

Analysis the dynamic response of the stay cable subject to parametric excitation represents a complex task for cable design procedure and forms an important step in the cable mitigation design. This paper analyses the characteristics of cable resonance under indirect excitation. The problem of cable vibration under the motion of the supports is considered as parametric excitation. The formulae for the estimation of maximum amplitude of cable vibration are presented to determine the resonance characteristics of large amplitude vibration of the cable under indirect excitation.

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Periodical:

Applied Mechanics and Materials (Volumes 368-370)

Pages:

1477-1480

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.368-370.1477

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Online since:

August 2013

Authors:

Shuai Luo, Quan Sheng Yan, Hong Jun Liu

Keywords:

Bridge Deck Vibration, Local Primary Resonance, Parametric Excitation, Stay Cables

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References

[1] J.H.G. Macdonald: Lateral excitation of bridges by balancing pedestrians. Proc. Royal Society A. Vol. 465(2009), p.1055.

Google Scholar

[2] S. Luo, H.J. Liu and Q.S. Yan: Dynamic response of the stay cable under bridge deck excitation. Applied Mechanics and Materials. Vol. 193-194 (2012), p.702.

DOI: 10.4028/www.scientific.net/amm.193-194.702

Google Scholar

[3] I. Kovacs: Zur frage der seilschwingungen und der seildampfung. Die Bautechnik. Vol. 59 (1982), p.325. (in German).

Google Scholar

[4] Q. Wu, K. Takahashi, T. Okabayashi and S. Nakamura: Response characteristics of local vibrations in stay cables on an existing cable-stayed bridge. Journal of Sound and Vibration. Vol. 261 (2003), p.403.

DOI: 10.1016/s0022-460x(02)01088-x

Google Scholar

[5] Y. Xia, J. Zhang, Y.L. Xu and Y. Fujino: Parametric Oscillation of Cables and Aerodynamic Effect. Frontiers of Architecture and Civil Engineering in China. Vol. 4(2010), p.321.

DOI: 10.1007/s11709-010-0028-z

Google Scholar