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Response characteristics of rain-wind induced vibration of stay-cables of cable-stayed bridges

โœ Scribed by Masaru Matsumoto; Tohru Saitoh; Masahiko Kitazawa; Hiromichi Shirato; Takayuki Nishizaki


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
529 KB
Volume
57
Category
Article
ISSN
0167-6105

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## Abstract The cables in a cableโ€stayed bridge usually possess low inherent damping and are prone to windโ€induced, trafficโ€induced, and windโ€rainโ€induced vibrations. This paper establishes an active control algorithm using the stiffness control method to suppress windโ€rainโ€induced vibration of pro