Mitigation of three-dimensional vibration of inclined sag cable using discrete oil dampers - II. Application

Journal of Sound and Vibration

Volumn 214, Issue 4, 1998, Pages 675-693

  Xu, Y L ^a   Yu, Z ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

CABLE STAYED BRIDGES; DAMPING; STIFFNESS;

INCLINED SAG CABLES; OIL DAMPERS;

VIBRATION CONTROL;

EID: 0032115420     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1998.1630     Document Type: Article

References (10)

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3. K. UNO, S. KITAGAWA, H. TSUTSUMI, A. INOUE and S. NAKAYA 1990 Journal of Structural Engineering, Japan Society of Civil Engineering, Tokyo, Japan 37A, 789-798. A simple method of designing cable vibration dampers of cable stayed bridges (in Japanese).
4. B. M. PACHECO, Y. FUJINO and A. SULEKH 1993 Journal of Structural Engineering ASCE 119(6), 1961-1979. Estimation curve for modal damping in stay cables with viscous damper.
5. R. PREMACHANDRAN and M. WIELAND 1994 Proceedings of Australasian Structural Engineering Conference, Sydney, 107-112. Optimum damping of vibrations of stay cables in cable-stayed bridges.
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8. Z. YU, Y. L. XU and J. M. KO 1997 Proceedings of the Fourth International Kerensky Conference, Hong Kong, 145-152. Complex analysis of modal damping in inclined sag cables with oil dampers.
9. M. S. TRIANTAFYLLOU 1984 Journal of Mechanics and Applied Mathematics 37, 431-440. The dynamics of taut inclined cables.
10. NARITA and K. YOKOYAMA 1991 Proceedings of Seminar on Cable-Stayed Bridges - Recent Developments and their Future, Yokohama, Japan, 257-278. A summarized account of damping capacity and measures against wind action in cable-stayed bridges in Japan.