Optimal design of viscous dampers for multi-mode vibration control of bridge cables-Reference-Cited by-同舟云学术

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Optimal design of viscous dampers for multi-mode vibration control of bridge cables

Published:2005-04 Issue:5 Volume:27 Page:792-800
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang X.Y.,Ni Y.Q.,Ko J.M.,Chen Z.Q.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Rain-induced vibration of cables in cable-stayed bridges;Hikami;Journal of Wind Engineering and Industrial Aerodynamics,1987

2. Keeping cables calm;Pacheco;ASCE Civil Engineering,1993

3. Response characteristics of rain–wind induced vibration of stay-cables of cable-stayed bridges;Matsumoto;Journal of Wind Engineering and Industrial Aerodynamics,1995

4. Cable-stay conundrum;Poston;ASCE Civil Engineering,1998

5. Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations;Persoon,1999

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