首页> 外文会议>ISISS' 2011;International symposium on innovation sustainability of structures in civil engineering >INTEGRATED STRUCTURAL IDENTIFICATION AND VIBRATION CONTROL OF LARGE-SIZE STRUCTURES UNDER UNKNOWN EXCITATION
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INTEGRATED STRUCTURAL IDENTIFICATION AND VIBRATION CONTROL OF LARGE-SIZE STRUCTURES UNDER UNKNOWN EXCITATION

机译:未知激励下大结构的整体结构识别与振动控制

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Structural health monitoring and vibration control of civil engineering structures have been actively investigated but treated separately according to their individual primary objective pursued. It's highly desirable to explore efficient algorithms for conducting integrated structural health monitoring and vibration control. In this paper, a time domain algorithm is proposed for integrated structural identification and vibration control of large-size structures under unknown excitation. A large-size structural building is decomposed into small size substructures based on its finite element formulation. Interaction effect between adjacent substructures is considered as ' additional unknown inputs' to each substructure. Structural parameters are estimated based on the extended Kalman estimator. Structural optimal active control forces are determined by the linear quadratic Gaussian (LQG) control scheme based on estimated values of structural parameters. The unmeasured external excitations are estimated by the leastsquares estimation approach. A numerical example of integrated structura l identification and vibration control of a multi-story shear building under unmeasured external excitation is studied to illustrate the performance of the proposed algorithm.
机译:积极研究了土木工程结构的结构健康监测和振动控制,但根据其追求的主要目标对其进行了单独处理。迫切需要探索有效的算法,以进行集成的结构健康监测和振动控制。提出了一种时域算法,用于未知激励下大型结构的集成结构识别和振动控制。基于其有限元公式,大型结构建筑物可分解为小型子结构。相邻子结构之间的交互作用被视为每个子结构的“其他未知输入”。结构参数是基于扩展的卡尔曼估计器估计的。结构最佳主动控制力由线性二次高斯(LQG)控制方案根据结构参数的估计值确定。未测量的外部激励通过最小二乘估计法进行估计。研究了在未测外部激励下多层剪力建筑物的结构识别与振动控制的综合算例,以说明该算法的性能。

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