Tuned Active Dampers Installed in the Yokohama Landmark Tower

Hisanori Abiru; Manabu Fujishiro; Takeji Matsumoto; Shinji Yamazaki; Norio Nagata

doi:10.20965/jrm.1994.p0256

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JRM Vol.6 No.3 pp. 256-261

doi: 10.20965/jrm.1994.p0256

(1994)

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Tuned Active Dampers Installed in the Yokohama Landmark Tower

Hisanori Abiru^, Manabu Fujishiro^, Takeji Matsumoto^,
Shinji Yamazaki^* and Norio Nagata^****

^*Hiroshima R&D Center, Mitsubishi Heavy Industries, Ltd., 4-6-22, Kan-on-shin-machi, Nishi-ku, Hiroshima, 733 Japan

^**Hiroshima Branch, Mitsubishi Heavy Industries Election Co., Ltd., 5-1, eba-oki-machi, Naka-ku, Hiroshima, 730 Japan

^***Faculty of Engineering, Tokyo Metropolitan University, 1-1 Minamiosawa, Hachioji, Tokyo, 192-03 Japan

^*****Mitsubishi Estate Co., Ltd., 4-1, Marunouchi 2-chome, Chiyoda-ku, Tokyo, 100 Japan

Received:

March 17, 1994

Accepted:

March 25, 1994

Published:

June 20, 1994

Keywords:

Hybrid mass dumper, High-rise building, Windinduced vibration

Abstract

Cite this article as:

H. Abiru, M. Fujishiro, T. Matsumoto, S. Yamazaki, and N. Nagata, “Tuned Active Dampers Installed in the Yokohama Landmark Tower,” J. Robot. Mechatron., Vol.6 No.3, pp. 256-261, 1994.

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This article is published under a Creative Commons Attribution-NoDerivatives 4.0 Internationa License.

Tuned Active Dampers Installed in the Yokohama Landmark Tower

Hisanori Abiru*, Manabu Fujishiro*, Takeji Matsumoto**, Shinji Yamazaki*** and Norio Nagata****

Hisanori Abiru^, Manabu Fujishiro^, Takeji Matsumoto^,
Shinji Yamazaki^* and Norio Nagata^****