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Decentralized Control Strategies of Adjacent Building Structures Vibration under Earthquake Excitation

机译:地震励磁下相邻建筑结构振动的分散控制策略

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A decentralized control scheme can effectively solve the control problem of civil engineering structure vibration under earthquake. This paper takes a research into the decentralized control scheme of adjacent buildings when the earthquake happens. It combines overlapping decentralized control method and linear matrix inequality (LMI) with control algorithm and puts forward the overlapping decentralized control method. A simplified dynamical model of structural vibration control has been established considering the topology structural features of adjacent buildings. The control algorithm is applied into each dynamically different subsystems and can be also served as the decentralized controllers. Therefore, by contracting decentralized controllers to original state space, overlapping decentralized controllers are obtained. In this manner, the adjacent buildings’ structure model is analyzed in terms of simulation and calculation which provides a comprehensive insight into vibration control. The results show that the centralized control, the decentralized control, and the overlapping decentralized control, based on linear matrix inequality, can be nearly effective in cases above satisfactorily. Besides, it can also reduce the computational cost as well as increase the flexibility of controller design.
机译:分散控制方案可以有效解决地震下土木工程结构振动的控制问题。本文以一个研究当地震发生时相邻建筑物的分散控制方案。它将重叠的分散控制方法和线性矩阵不等式(LMI)与控制算法相结合,并提出了重叠的分散控制方法。考虑到相邻建筑物的拓扑结构特征,建立了一种简化的结构振动控制动力学模型。控制算法应用于每个动态不同的子系统,也可以作为分散的控制器。因此,通过将分散的控制器承包到原始状态空间,获得重叠的分散控制器。以这种方式,相邻的建筑物的结构模型在模拟和计算它提供了一个全面的洞察振动控制方面进行分析。结果表明,基于线性矩阵不等式的集中控制,分散控制和重叠分散控制可以在令人满意的情况下几乎有效。此外,还可以降低计算成本,以及增加控制器设计的灵活性。

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