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