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Theoretical and Experimental Study of Structural Control System for Buildings

Theoretical and Experimental Study of Structural Control System for Buildings
建筑物结构控制系统的理论与实验研究
批准号:
08555141
负责人:
SUZUKI Yoshiyuki
金额:
$6.59万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1997

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项目成果

SUZUKI Yoshiyuki的其他基金

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中文摘要
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英文摘要
In this study, active control system of buildings for severe earthquakes are developed and seismic response control experiments using a full-scale structure and a structural model by using a shaking table were performed to verify the structural control systems.1)The methodologies for the identification of structural parameters and estimation of structural responses were studies. The subspace-based system identification method was introduced. To certify the identification results, seismic vibration experiments under real earthquake were performed. 2)The specimen stucture utilized for structural control experiments is a five-story steel frame built in the Uji Campus of Kyoto University. To realize seismic motions of the specimen structure as if under earthquake, the earthquake response generator system was developed by using two excitors installed on the 5th and 3rd floors. Vibration tests of the full-scale structure demonstrate the accuracy and validity of the earthquake response genera … More tor system. 3)Seismic control experiments of the specimen structure with a AMD (Active Mass Damper) were conducted by using control algorithms based on LQ/LQG control theory, the pole assignment method and the H^* control theory. The effectiveness of the designed controllers were illustrated through seismic vibration experiments of the full-scale specimen structure by using the earthquake response generator system. 4)Seismic control experiments using an structural model specimen with rwo AMDs were also performed by using a shaking table. The stability and robustness of control algorithms were verified. 5)To develop algorithms that can control the AMD within its stroke limitation is an important problem in order to apply the AMD system to seismic response control for severe earthquakes. The algorithms with variable control gain were developed. Experiments using the full-scale test structure and Shaking-table experiments using the structural model specimen were perfomed. It is emphasized that the structural control systems have a feasibility of controlling buildings even during severe earthquakes. Less
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鈴木 祥之: "実大構造物のアクティブ・マス・ダンパーによる制震実験、その2 制御則と制震効果" 京都大学防災研究所年報. 40. 95-106 (1997)
Yoshiyuki Suzuki:“使用主动质量阻尼器进行全尺寸结构的地震控制实验,第 2 部分:控制律和阻尼效果”京都大学防灾研究所年度报告 40. 95-106 (1997)。
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山本 雅史: "極配置法に基づく鋼構造実大試験架構のアクティブ制震実験" 日本建築学会近畿支部研究報告集. 37. 141-144 (1997)
山本正志:《基于极置法的全尺寸钢试验框架主动抗震阻尼实验》日本建筑学会近畿分会研究报告37. 141-144(1997)
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鈴木 祥之: "平成8年度京都市震災対策調査研究助成金成果報告書(研究代表者・鈴木祥之)「地震災害予測のための木造建物(柔構造的な変形型)の水平力判断方法に関する研究」" 京都市, 70 (1997)
铃木芳幸:《1996年度京都市地震灾害对策研究补助金成果报告书》(主要研究员:铃木芳幸)《关于地震灾害预测用木结构建筑物(柔性结构变形型)的水平力确定方法》《研究》京都市,70( 1997)
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Suzuki, Y.and B.Wu: ""Seismic Response Control of Unsymmetrical Space Structures Using Active Mass Damper"" Proc.of International Symposium on Natural Disaster Prediction and Mitigation. (in Printing). (1997)
Suzuki, Y.和 B.Wu:“使用主动质量阻尼器的不对称空间结构的地震响应控制”,国际自然灾害预报与减灾研讨会论文集。
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