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TECHNICAL PAPERS

Nonlinear Periodically Forced Vibration of Stay Cables

[+] Author and Article Information
Y. Q. Ni, G. Zheng, J. M. Ko

Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Konge-mail: ceyqni@polyu.edu.hk

J. Vib. Acoust 126(2), 245-252 (May 04, 2004) (8 pages) doi:10.1115/1.1641800 History: Received April 01, 2001; Revised July 01, 2003; Online May 04, 2004
Copyright © 2004 by ASME
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References

Figures

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Cable profile in three dimensions
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Three-node curved cable element: (a) Physical coordinate; (b) Natural coordinate
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Frequency response curves of Cable I (α=0.08,β=0.008)
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Linear and nonlinear response of Cable I (F=2.0×106N,α=0.08,β=0.008)
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Response amplitude and static drift of Cable I (F=7.0×105N,α=0.08, β=0.008)
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Harmonic response components of Cable I (F=7.0×105N,α=0.08,β=0.008): (a) 1st order harmonic components: (b) 2nd order harmonic components
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Response amplitude and static drift of Cable I (F=4.0×105N,α=0.07667,β=0)
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Harmonic response components of Cable I (F=4.0×105N,α=0.07667,β=0): (a) 1st order harmonic components; (b) 2nd order harmonic components
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Frequency response curves of Cable II (α=0.08,β=0.008)
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Linear and nonlinear response of Cable II (F=7.0×105N,α=0.08,β=0.008)
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Response amplitude and static drift of Cable II (F=7.0×105N,α=0.08,β=0.008)

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