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: KYOTO UNIVERSITY
• 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
• 起止时间: 1996 至 1997
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-08555141/
• 关键词: Structural control system; Full-scale structure; Specimen for shaking table test; Control experiment; Structural identification; Control algorithm; Pole assignment; H-infinity control theory; 建物模型; 制御アリゴリズム; 制震; 能動制御; アクティブ・マス・ダンパー; 実大試験; 制御

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

本研究建立了建筑物对强震的主动控制系统，并进行了全尺寸结构和振动台结构模型的地震反应控制实验，对结构控制系统进行了验证。1)研究了结构参数识别和结构响应估计的方法。介绍了基于子空间的系统辨识方法。为了验证识别结果，进行了实际地震条件下的地震振动试验。2)结构控制实验所用的试件结构为位于京都大学宇治校区的五层钢框架。为实现试件结构在地震作用下的地震运动，在5楼和3楼安装了两台激励器，设计了地震反应发生器系统。全尺寸结构的振动试验验证了系统地震反应生成的准确性和有效性。3)采用基于LQ/LQG控制理论、极点配置方法和H^*控制理论的控制算法，对带有主动质量阻尼器的试件结构进行了地震控制实验。利用地震反应发生器系统对原尺寸试件结构进行地震振动试验，验证了所设计控制器的有效性。4)采用振动台对带有两个amd的结构模型试件进行了地震控制试验。验证了控制算法的稳定性和鲁棒性。5)为了将AMD系统应用于强震的地震响应控制，开发能够在其行程限制内控制AMD的算法是一个重要的问题。提出了变增益控制算法。采用全尺寸试验结构进行了试验，采用结构模型试件进行了振动台试验。强调结构控制系统在强震条件下也具有控制建筑物的可行性。少

项目成果

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）

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)。

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）

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。

Kagaya, H., T.Tamaki and Y.Suzuki: ""Active Seismic Response Control of A Building Structure Using Hinfinity Control Theory"" Proceedings of 7th International Conference on Computing in Civil and Building Engineering, Soul. 1335-1340 (1997)

Kagaya, H.、T.Tamaki 和 Y.Suzuki：“使用 Hinfinity 控制理论对建筑结构进行主动地震响应控制”第七届土木和建筑工程计算国际会议论文集，Soul。