Active Control of Large Scale Structure Systems under Earthquake Excitations

针对地震作用下结构控制的具体应用，对经典的最优控制算法进行了评述。由于地震地面加速度是持续外部扰动的主要来源，Riccati闭环控制不满足最优条件。本文提出了一种新的瞬时开闭环最优控制算法，该算法是通过最小化结构系统的二次时变性能指标和输入地震能量之和而得到的。这种新的控制律的目的是为地震激励结构的应用提供可行的控制算法。在这篇报告中，我们提出了考虑结构系统的非线性、土-结构动力相互作用效应和对结构系统施加控制力的时滞效应的树形最优控制算法。在一般动力荷载作用下，这些优化算法简单可靠，适用于带基础隔震机构的结构体系的在线控制。详细研究了性能指标中包含的两个加权矩阵对控制效率的影响。数值算例验证了该控制算法的控制效率。

A critical review of classical optimal control algorithms is made withrespect to the specific application of structural control under seismic excitations. With the earthquake ground acceleration being the major source of continuous external disturbances, the Riccati closed-loop control does not satisfy the optimal condition. A new instantaneous closed-open-loop optimal control algorithms is proposed herein, which is derived by minimizing the sum of the quadratic time-dependent performance index and the input seismic energy to the structure system. This new control law is developed for providing feasible control algorithms that can easily be implemented for applications to seismic-excited structures.In this report we developed tree optimal control algorithms taking into account the non-linearity of structure system, the dynamic soil-structure interaction effect and the effect of time delay for applying contorol force to the structural system. Subjected to general dynamic loads, these optimal algorithms are simple and reliable for on-line control operations and they are effective for a structural system with base isolation mechanism. We investigate in detal the control efficiency which is affected by the two weighting matrics included in the performance index. Numerical examples are worked out to demonstrate the control efficiency of the proposed control algorithm.