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Civil Structure Stabilization Study Based on Hierarchical Decentralized Control

机译:基于分层分散控制的土木结构稳定研究

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In hierarchical decentralized control strategy, large-scale system such as the civil engineering structure to be controlled is divided into a set of sub-systems, and that is using local controller to control subsystem to obtain local stabilization while using global controller to reduce the interaction of sub-systems to ensure the global stabilization of the structure. When system is decentralized stabilized, its stabilization will not be influenced by correlated interaction. With LQR Active control algorithm in Matlab environment, the centralized control strategy was implemented on cantilever structure under earthquake excitation. Simulated results show that using hierarchical decentralized control method while makes structure performance index mostly optimized, also enables the close-loop system to reach asymptotical stability.
机译:在分级分散控制策略中,将要控制的土木工程结构等大型系统分为一组子系统,即使用本地控制器控制子系统以获得局部稳定,同时使用全局控制器来减少交互作用。子系统,以确保结构的全局稳定性。当系统分散稳定时,其稳定不会受到相关交互的影响。利用Matlab环境下的LQR主动控制算法,在地震激励下对悬臂结构实施集中控制策略。仿真结果表明,采用分级分散控制方法可以使结构性能指标得到最大程度的优化,同时也使闭环系统达到了渐近稳定性。

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