Damping of Stay Cable-Passive Damper System with Effects of Cable Bending Stiffness and Damper Stiffness

Min Liu; Guang Qiao Zhang

doi:10.4028/www.scientific.net/AMM.204-208.4513

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Damping of Stay Cable-Passive Damper System with...

Damping of Stay Cable-Passive Damper System with Effects of Cable Bending Stiffness and Damper Stiffness

Abstract:

In the present paper, the asymptotic solution of modal damping ratio of stay cable-passive damper system with the influence of cable bending stiffness and damper stiffness was derived. Maximum modal damping ratio and corresponding optimal damping coefficient, which indicated the relationships of the characteristics of the damper and the cable bending stiffness was theoretically analyzed to obtain their close solutions. On the basis of these close solutions, numerical analysis of modal damping of stay cable-passive damper system with the effects of cable bending stiffness and damper stiffness was conducted. The numerical and analytical results show that the maximum modal damping ratio decrease and the corresponding damping coefficient increase, when considering the influence of the damper stiffness and the cable bending stiffness.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

4513-4517

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.4513

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Online since:

October 2012

Authors:

Min Liu, Guang Qiao Zhang

Keywords:

Bending Stiffness, Damper Stiffness, Damping, Passive Damper, Stay Cable

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References

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