請用此 Handle URI 來引用此文件: http://hdl.handle.net/11455/15598
標題: H∞直接加速度輸出回饋之結構控制
H∞ Direct Acceleration Output Feedback of Structure Control
作者: 李昭賢
Li, Chao-Hsien
關鍵字: H∞ active control
H∞主動控制
Dircet acceleration output feedback
Time delay
直接加速度輸出回饋
時間延遲
出版社: 土木工程學系所
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摘要: 本文探討滿足最小熵數之H∞直接加速度輸出回饋控制於結構受地震作用之減振。考量預力鋼鍵控制裝置,探討H∞直接加速度回饋控制藉由調整控制參數γ與α以增加系統主要模態頻率和阻尼比,使其在控制設計上有較大彈性及較佳的減振效果,選擇γ值愈小或α值愈大,控制效果愈佳。並以系統反應轉換函數和採用實際地震作為外力輸入探討控制後之效用。另外在多自由度系統,比較三種同位址擺設於控制後系統之效用。 針對控制力施加時間延遲效應,以單層結構裝設預力鋼鍵控制裝置為例,推導具時間延遲時之臨界控制參數值之關係式,並藉由選擇適當的控制參數將時間延遲效應降至最低。並在多自由度系統,於控制力條件相同下,探討擺設位址對於時間延遲影響。 最後在以相同的控制力條件下,分析比較三種直接輸出回饋於降低結構動態反應之效用,作為提供設計者之考量。
This paper investigates the H∞ control, which is a direct acceleration output feedback control method of structural vibrations due to earthquakes. This algorithm is used to reduce the structural responses due to earthquakes. To design a better controller, achieve optimal control performance, and to stabilize the control system of a structure equipped with active tendon system, the design parameters of γ and α is extensively investigated by considering the control force execution time delay. Based on the analysis results, it is found that the smaller γ or larger α, the better control effectiveness there is. In this study Fourier transform function and different earthquake records are used to simulate in exciting structural responses. Three different experimental setups, which considering time delay, same force excitation, and critical design control parameters, multiple degree of freedom (MDOF) system are used for the computer simulation and the results are studied. Finally, compare three different direct output feedback control methods under same force excitation for vibration control. The conclusions of this study are used for the future design of the H∞ control.
URI: http://hdl.handle.net/11455/15598
其他識別: U0005-2108200716274700
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-2108200716274700
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