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Development of Structural Control Mechanism using Variable Damper

Development of Structural Control Mechanism using Variable Damper
使用可变阻尼器的结构控制机构的开发
批准号:
08555115
负责人:
SATO Tadanobu
金额:
$1.47万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1998

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中文摘要
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英文摘要
In this project we develop an electric generator type damper with DC motor (named as a mechano-electric-damper) and its mechanical model based on the experimental dynamic behavior of developed damper. The device developed here is an adjustable damper equipped with a electric current control unit.The recently assembled HSCES (Hybrid Structural Control Experimentation System) is used to investigate structural control efficiency not only the developed but oil variable dampers. The system is equipped with high speed digital signal processing (DSP) units that allow wide flexibility for the investigation of different types of structural models and control devices. The HSCES can be used to test different types of structures responses to non-stationary excitations and to study the efficiency of real-size control devices in reducing structural response. The basic characteristic of the system is its ability to simulate the features of a particular structure and control device by DSP units. In th … More is system the control signal output unit, controller unit and structural model unit are interconnected. The system consists of five units : a seismic wave generating unit, response analysis unit, control unit, digital filter unit, controller device unit.The major advantage of the HSCES is that it not only tests of real models but analyzes numerically simulated models simultaneously. Because we can compute the response of the structure and the control device in real time it is possible to synchronize the input and output signal. Even if we do not test an entire structural model, we can perform vibration control experiments. That is, we can simulate the response motion of the model by using DSP and reproduce various experimental conditions. This system can properly reproduce the time lag of the signal transmission by using real-time numerical computation. We can also very easily change the particular structure to be tested by substituting for its simulated model, a new object model/code for the DSP, so that it is possible to consider large structures, high excitation levels or both. Less
期刊论文(22)
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会议论文
Tadanobu SATO,Kenzo TOKI,Makoto SATO: "Development of a Variable Damper System to Control the Damping Force" Journal of Structural Mechanicsand Earthquake Engineering., JSCE. 570/I-40. 203-215 (1997)
Tadanobu SATO、Kenzo TOKI、Makoto SATO:“开发控制阻尼力的可变阻尼器系统”结构力学与地震工程学报,JSCE。
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Tadanobu SATO・Eduardo Verdeja・Yoshio Kashiwai・Masayuki Nakano: "Estimation of Peak Ground Motion in the Southern Kyoto Area" Proceedings of The Seventh KAIST-NTU-KUTri-Lateral Seminar/Workshop on Civil Engineering. 123-128 (1997)
Tadanobu SATO、Eduardo Verdeja、Yoshio Kashiwai、Masayuki Nakano:“京都南部地区峰值地面运动的估计”第七届 KAIST-NTU-KUTri-Lateral 土木工程研讨会/研讨会论文集(1997 年)。
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佐藤忠信・佐藤誠: "実時間ハイブリッド震動制御シミュレーターの開発" 土木学会論文集. 577/I-41. 257-167 (1997)
Tadanobu Sato 和 Makoto Sato:“实时混合振动控制模拟器的开发”日本土木工程师学会会议记录 577/I-41 (1997)。
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佐藤忠信・菊川雅士: "非線形構造システム方程式の線形同定法" 土木学会論文集. 584/I-42. 175-184 (1998)
Tadanobu Sato 和 Masashi Kikukawa:“非线性结构系统方程的线性辨识方法”,日本土木工程师学会会刊 584/I-42 (1998)。
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