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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 19, No. 33 >

建築構造物の応答制御設計法に関する研究 (第1報:制震構造物の振動実験)

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Title: 建築構造物の応答制御設計法に関する研究 (第1報:制震構造物の振動実験)
Other Titles: Studies on Response Control Technologies for Building Structures (1 Vibration Tests of the Large Damping Structures)
Authors: 高橋, 和雄 / 有馬, 文昭 / 宮崎, 光生 / 小森, 清司
Authors (alternative): Takahashi, Kazuo / Arima, Fumiaki / Miyazaki, Mistuo / Komori, Kiyoshi
Issue Date: Aug-1989
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, 19(33), pp.87-96; 1989
Abstract: The "STRUCTUAL RESPONSE CONTROL DESIGN" herein described is anew practical technology which realizes structures having artificial large damping by the "Viscous Damping Wall(in brief VDW)". The VDW is a wall- shaped viscous energy dissipator consisting of a pair of vertical steel plates filled with high viscous fluid. This part reports the results of vibration tests in order to grasp the dynamic characteristics of a 4-story full scale steel model with/without VDWs. In the results, VDWs work as the response acceleration and displacement of the model is reduced to 1/2~1/3, if compare to non - attached ones. The 2nd. mode and higher ones completely disappeared in VDW model. It is necessary to consider increase of structual stiffness due to VDWs.
URI: http://hdl.handle.net/10069/24305
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:Volume 19, No. 33

Citable URI : http://hdl.handle.net/10069/24305

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