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