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Active optimal control of SSI system based on the finite element model of SSI system and shaking table test study

机译:基于SSI系统有限元模型和振动台试验研究的SSI系统主动最优控制

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In this paper, a LQG controller based on the finite element model of SSI system is established to optimally control the responses of SSI system. Substructuring analysis is used to reduce the system into a smaller set of DOFs system to design the active controller, which includes the complete informations of SSI system. Furthermore, the influence of the boundary condition and the depth of soil layer on control effectiveness are investigated using the proposed method. The results show that different boundary conditions can get almost same control effectiveness, but depth of soil layer will influence the control effectiveness. Finally, the standard two-floor shear structure with SSI effects used as the model, and AMD controller strategy designed based on the proposed method is validated through a serial of shaking table tests, which further verify the proposed method, results show that the proposed method can more effectively control the responses of SSI system than that designed based on the lump-parameter model does.
机译:本文建立了基于SSI系统有限元模型的LQG控制器,以最优地控制SSI系统的响应。通过子结构分析将系统简化为较小的自由度系统集合,以设计有源控制器,其中包括SSI系统的完整信息。此外,利用提出的方法研究了边界条件和土层深度对控制效果的影响。结果表明,不同的边界条件可获得几乎相同的防治效果,但土层深度会影响防治效果。最后,通过一系列的振动台试验验证了采用SSI效应的标准两层剪切结构模型,并基于该方法设计的AMD控制器策略进行了验证,进一步验证了该方法,结果表明该方法是可行的。与基于总参数模型的设计相比,可以更有效地控制SSI系统的响应。

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