Techno Press
Techno Press

Wind and Structures   Volume 9, Number 5, September 2006, pages 345-356
DOI: http://dx.doi.org/10.12989/was.2006.9.5.345
 
Wind-induced vibration control of a 200 m-highrntower-supported steel stack
Tatsuya Susuki, Naoya Hanada, Shin Homma and Junji Maeda

 
Abstract     [Full Text]
    It is well known that cylinder steel stacks are heavily impacted by vortex-induced vibration. However, the wind-induced vibration behaviors of tower-supported steel stacks are not clarified due to a lack of observation. We studied a stack
 
Key Words
    tower-supported steel stack; strong wind observation; vortex-induced vibration; damping ratio.
 
Address
Tatsuya Susuki and Naoya Hanada; Civil Engineering Department, Kyushu Electric Power Co., Inc., Fukuoka 810-8720, JapanrnShin Homma; Steel Structures Headquarters, Hitachi Zosen Corporation, Osaka 550-0002, JapanrnJunji Maeda; Faculty of Human-Environment Studies, Kyushu University, Fukuoka 812-8581, Japan
 

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