Simulation Study on the Hierarchical Decentralized Control of Structural Vibration

Jinghui Dai
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Abstract

Because of the high dimensionality and multiple-input-multi-output nature of civil structure model, it is difficult to design a control strategy to achieve desired stability, robustness with centralized control method. Hierarchical decentralized control strategy is employed in this paper in response to this difficulty. In this approach, the structure to be controlled is divided into a set of substructures, and each substructure is then controlled independently using its local information. (Finally A global coordinator will be used to coordinate among these local controllers) Harmonic controller eliminates interconnection of substructures. With LQR Active control algorithm in Matlab environment,the centralized control strategy was implemented on cantilever structure under earthquake excitation. Simulated results show that hierarchical decentralized control method has a good control effect with preferably suppressed displacement response and less control force. The study in this paper presents a promising means for structural control.
结构振动分层分散控制的仿真研究
由于土木结构模型具有高维数和多输入多输出的特点,采用集中控制方法很难设计出一种控制策略来达到预期的稳定性和鲁棒性。针对这一困难,本文采用了分层分散控制策略。在该方法中,将待控制的结构划分为一组子结构,然后利用其局部信息对每个子结构进行独立控制。(最后将使用全局协调器在这些局部控制器之间进行协调)谐波控制器消除了子结构的互连。利用Matlab环境下的LQR主动控制算法,对地震作用下悬臂结构进行集中控制。仿真结果表明,层次分散控制方法具有较好的位移响应抑制效果和较小的控制力。本文的研究为结构控制提供了一种很有前途的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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