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Response control performance of a hybrid mass damper applied to a tall building

✍ Scribed by Morimasa Watakabe; Masanobu Tohdo; Osamu Chiba; Nobuyuki Izumi; Hiromichi Ebisawa; Takafumi Fujita


Publisher
John Wiley and Sons
Year
2001
Tongue
English
Weight
785 KB
Volume
30
Category
Article
ISSN
0098-8847

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πŸ“œ SIMILAR VOLUMES


Performance of hybrid mass damper system
✍ Ichiro Nagashima; Ryota Maseki; Yutaka Asami; Jun Hirai; Hisanori Abiru πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 803 KB

## Abstract A recently developed hybrid mass damper (HMD) system and its application to a 36‐storey high‐rise building with a bi‐axial eccentricity, located in Tokyo, are presented. This new HMD system utilizes a gear‐type pendulum and a linear actuator. Here, the gear‐type pendulum is employed to

DYNAMIC ANALYSIS OF A TALL BUILDING WITH
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In this paper, Hamilton's principle and "nite element method are employed to formulate the new dynamic equation of a tall building subjected to earthquake excitations. A tuned-mass-damper (TMD) system is installed at the top to absorb the earthquakeinduced vibrations. First, the non-linear governing