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Simulation and experimental verification of active increasing time delays compensation

机译:主动增加时延补偿的仿真与实验验证

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The research and application of structural control in civil engineering have made a great progress during the development of last several decades. Time delay phenomenon that arises unavoidable regarding active control, are still the focus of study of structure control. Time delay may not only degrade the performance of the control system, in severe case will cause system instability, control divergence. In the view of this practical problem, the following were studied: when actual time delay of the actuator is over maximum allowed time delay, conventional time delay compensation method is out of effect, a new active increase time delay compensation method based on velocity feedback is proposed. Combined with huge amount of simulation results, qualitative combined with quantitative, parameters influence rule of active control algorithm is analyzed in detail. Take monolayer shear-type frame structure as control target, the experimental study of based on displacement feedback active increasing time delays compensation is conducted. The numerical simulation and experimental results demonstrated that the presented time delay compensation control algorithm is effective.
机译:在最近几十年的发展中,土木工程结构控制的研究和应用取得了长足的进步。关于主动控制不可避免的时延现象仍然是结构控制研究的重点。时间延迟不仅会降低控制系统的性能,在严重的情况下还会导致系统不稳定,控制发散。针对这个实际问题,进行了以下研究:当执行器的实际延时超过最大允许延时时,传统的延时补偿方法就失效了,一种基于速度反馈的主动增加延时补偿方法成为现实。建议的。结合大量的仿真结果,对定性与定量相结合的主动控制算法参数影响规律进行了详细分析。以单层剪力式框架结构为控制目标,进行了基于位移反馈主动增加时延补偿的实验研究。数值仿真和实验结果表明,所提出的时延补偿控制算法是有效的。

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