Kajima Corporation

Narito Kurata

Takuji Kobori

Naoki Niwa

Motoichi Takahashi

Yoshinori Adachi

Junichi Hirai

Tadashi Nasu

Takayuki Mizuno

Koji Ishii

Masatoshi Ishida

Tomohiko Hatada

High damping structure

An active seismic response control system includes a variable damping device provided between posts, beams and braces of a structure, wherein the response of the frame is reduced by controlling the variable damping device when an earthquake or strong wind occurs to give a damping force to the frame. The response of the structure is determined by the steps of judging with a computer the optimal damping force or control force to be applied to the structure on the basis of information obtained from sensors in response to the disturbance, and then controlling the coefficient of damping of the variable damping device.

Active seismic response control system for use in structure

A variable damping and stiffness structure is disclosed, which includes a variable damping device provided between posts, beams and braces of a structure or braces serving as variable stiffness elements and interconnecting a frame body and the variable stiffness element or the variable stiffness elements themselves. Not only the unreasonance property, but also the damping property of the structure are compositely judged by a computer on the basis of information obtained from sensors with respect to disturbances such as earthquake and wind to control the connecting condition of the variable damping device, whereby both the unresonance property and the damping property are controlled to reduce the response amount of the structure. Otherwise, the variable damping device is controlled by the judgement of only the damping property.

Variable damping and stiffness structure

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Tokyo, Japan

Narito Kurata