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Vibration Control of Hakucho Bridge Tower under Construction Using Actively-Controlled Mass Damper
Author(s) -
Morito Takahashi,
Satoshi Nishimoto,
Koh Hashimoto,
Yuji Koike,
Masao Mutaguchi,
Hidesaku Ueshima
Publication year - 1994
Publication title -
journal of robotics and mechatronics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.257
H-Index - 19
eISSN - 1883-8049
pISSN - 0915-3942
DOI - 10.20965/jrm.1994.p0262
Subject(s) - vibration , structural engineering , bridge (graph theory) , damper , tower , tuned mass damper , vibration control , engineering , control theory (sociology) , computer science , acoustics , physics , control (management) , medicine , artificial intelligence
Free-standing bridge towers, in general, suffer from vibrations caused by wind. In order to reduce vibrations, an actively-controlled mass damper was applied to Hakucho Bridge tower. In controlling vibrations, the node of the 2nd mode was selected as a settling point of sensors in order to maintain stability for higher order modes of vibration than that to be controlled. The damper was tested to verify damping performance by free vibration and measurement of vibrations caused by wind. High performance has been obtained from results of tests and the effectiveness of this method has been demonstrated.

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