DocumentCode :
307245
Title :
Analytical study on active and nonlinear control for large earthquakes
Author :
Koshika, Norihide ; Sakamoto, Mitsuo ; Fukushima, Kuru ; Kobori, Takuji
Author_Institution :
Kajima Corp., Tokyo, Japan
Volume :
1
fYear :
1996
fDate :
11-13 Dec 1996
Firstpage :
670
Abstract :
The feasibility of nonlinear control rules consisting of the conventional hybrid mass damper (HMD) method with a control force limiter and of the bounded-force control (BFC) method on an existing building, Kyobashi Seiwa Building, which is equipped with an active seismic response control system, were investigated analytically using the JMA-Kobe ground motion of the Kobe Earthquake as an input. As a result, it has been concluded that the existing system can control the responses to l0cm/s ground motion by changing only the control algorithm. The control system with 10t weight, and HMD-plus-limiter and BFC method are promising up to 50cm/s ground motion. The control force, stroke and control power requirements of the BFC and HMD-plus-limiter method were well within the practical range
Keywords :
earthquakes; motion control; nonlinear control systems; structural engineering; vibration control; HMD-plus-limiter method; JMA-Kobe ground motion; Kobe Earthquake; Kyobashi Seiwa Building; active control; active seismic response control system; bounded-force control method; control force; control force limiter; control power requirements; hybrid mass damper; large earthquakes; nonlinear control; Buildings; Control systems; Damping; Earthquakes; Force control; Force feedback; Safety; Velocity control; Vibration control; Weight control;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Decision and Control, 1996., Proceedings of the 35th IEEE Conference on
Conference_Location :
Kobe
ISSN :
0191-2216
Print_ISBN :
0-7803-3590-2
Type :
conf
DOI :
10.1109/CDC.1996.574410
Filename :
574410
Link To Document :
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