| Project/Area Number |
03650358
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
計測・制御工学
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| Research Institution | Meiji University |
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Principal Investigator |
KANOH Hideaki Meiji Uni. Dep. of Sci. &Tec. Professor, 理工学部, 教授 (00017914)
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| Co-Investigator(Kenkyū-buntansha) |
ARAKAWA Toshiharu Meiji Uni. Dep. of Sci. &Tec. Researcher, 理工学部, 助手 (80159491)
ABE Naoto Meiji Uni. Dep. of Sci. &Tec. Researcher, 理工学部, 助手 (10202673)
KOH Tadaki Meiji Uni. Dep. of Sci. &Tec. Professor, 理工学部, 教授 (10061904)
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| Project Period (FY) |
1991 – 1992
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| Project Status |
Completed (Fiscal Year 1992)
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| Budget Amount *help |
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1992: ¥300,000 (Direct Cost: ¥300,000)
Fiscal Year 1991: ¥1,500,000 (Direct Cost: ¥1,500,000)
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| Keywords | Super high rise building / Active control / Vibration control / Active mass damper / 制震 / 柔軟構造物 / 制震制御 / アクティブダンパ / ロバスト制御 / 最適レギュレ-タ / 極配置法 |
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| Research Abstract |
Vibration control of a Super High Rise Building (SHRB)(more than 300m, 100 story, for example) is investigated. It has extremely low frequency, lightly damped structural modes. Reductions of acceleration, displacement between stories, a force to control and the stroke of a damper are the objectives in the control of a seismic response to assure the amenities of the building. To deal with these problems, we use a mass damper for a passive and active control. As control laws to implement the controls, Linear Quadratic (LQ) optimal control method, and H^* control method are examined. It is shown that the proposed control system can effectively reduce the absolute displacement response to winds and earthquake.
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