Performance of hybrid mass damper system applied to a 36-storey high-rise building-Reference-Cited by-同舟云学术

Performance of hybrid mass damper system applied to a 36-storey high-rise building

Published:2001 Issue:11 Volume:30 Page:1615-1637
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Nagashima Ichiro,Maseki Ryota,Asami Yutaka,Hirai Jun,Abiru Hisanori

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference16 articles.

1. Seismic-response-controlled structure with active mass driver system. Part 1: Design

2. Structural En;Izumi,1993

3. Mission and perspective towards future structural control research. Proceedings of the 2nd World Conference on Structural Control, Vol. 1, Kyoto, Japan, 1998; 25-34.

4. Development and application of hybrid mass damper system utilizing linear actuator and gear-type pendulum?control system design and its control performance. Proceedings of the 2nd World Conference on Structural Control, Vol. 1, Kyoto, Japan, 1998; 501-510.

5. Development and application of hybrid mass damper system utilizing linear actuator and gear-type pendulum?outline of device construction and its performance. Proceedings of the 2nd World Conference on Structural Control, Vol. 1, Kyoto, Japan, 1998; 511-520.

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