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斜拉桥地震响应线性二次型迭代学习控制(LQILC)研究

DOI: 10.13197/j.eeev.2015.01.174.lixf.021, PP. 174-182

Keywords: 斜拉桥,地震响应,主动控制,二次型最优控制,迭代学习控制

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Abstract:

最优控制方法是利用极值原理、最优滤波或动态规划等最优化方法来求解结构振动最优控制输入的一种设计方法。最优控制规律均是建立在系统理想数学模型基础上,而实际结构控制中往往采用降阶模型且存在多种约束条件,因此基于最优控制理论设计的控制器大都只能实现次最优控制。迭代学习控制理论的产生与发展,为结构振动主动控制提供了新的方法,但迭代学习控制的应用又受到其控制效果与其收敛性的制约。本文基于线性二次型最优控制与迭代学习控制相结合的思想,提出二次型最优迭代学习混合控制方法(LQILC),以二次型性能指标为控制目标,提高迭代的收敛速度;在性能指标的基础上进行迭代学习,改善了二次型最优控制的控制效果。以EmersonMemorial斜拉桥Benchmark模型为研究对象,采用二次型迭代学习控制策略(LQILC)对该桥的地震响应进行有效的控制,并得出Benchmark指标评价其对该桥的控制效果。

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