土木结构振动控制中的时滞影响分析
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摘要
时滞是振动控制过程中的较普遍的现象,时滞不仅降低控制系统的性能,严重时会导致系统失效。针对此实际问题,本文对时滞反馈系统的主动控制方法进行了研究,由单自由度系统入手,进而得出系统最大允许时滞量的解析确定方法。
Time lag is a general phenomenon in the structure vibration control.Time lag may not only degrade the performance of the control system but also induce instability to the system.In the point of view of this practical problem,the paper carried on research to the active control algorithm with time delay compensation.Started with the single-degree-of-freedom system,the maximum allowed time lag was investigated.
引文
[1]田石柱,李暄,欧进萍.结构主动控制系统时间滞后测量与补偿方法[J].地震工程与工程振动,2000,20,(4):101-105.
    [2]胡海岩.振动主动控制中的时滞动力学问题[J].振动工程学报,1997,10(3):273-279.
    [3]Agrawal AK,Yozo Fujino,Bhartia B K.Instability due totime delayandits compensation in active control of structures[J].EarthquakeEngineering&Structural Dynamics,1993,22(3):211-224.
    [4]Mohamed Abdel-Mooty,John Roorda.Time-delay compensationinactive damping of structures[J].Journal of Engineering Mechanics,ASCE,1991,117(11):2549-2570.

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