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JRM Vol.6 No.3 pp. 256-261
doi: 10.20965/jrm.1994.p0256
(1994)

Development Report:

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:
Hisanori Abiru, Manabu Fujishiro, Takeji Matsumoto,
Shinji Yamazaki, and Norio 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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