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Support vector machine based semi-active control of structures:a new control strategy

机译:基于支持向量机的结构半主动控制:一种新的控制策略

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The present paper presents the support vector machine (SVM)-based semi-active control algorithm usednfor designing general dampers for multistorey structures under earthquakes. First, the linear quadratic regulatorn(LQR) controller for the numerical model of a multistorey structure formulated using the dynamicndense method is obtained by using the classic LQR control theory. Then, a SVM model is designed andntrained to emulate the performance of the LQR controller. Likewise, this SVM model comprises the observersnand controllers of the control system. Finally, in accordance with the features of general semi-activendampers, a SVM-based semi-active control strategy is put forward. More specifi cally, an online autofeedbacknsemi-active control strategy is developed and then realized by resorting to SVM. In order tonnumerically verify the control effectiveness of the present control strategy, the time history analysis hasnbeen implemented to a structure with general dampers designed by the SVM-based semi-active controlnalgorithm. In numerical simulations, four seismic waves including the El Centro, Hachinohe and Kobenwaves, as well as the Shanghai artifi cial wave, whose peak ground accelerations are all scaled to 0.1 g, arentaken into consideration. Comparative results demonstrate that general semi-active dampers designed usingnthe SVM-based semi-active control algorithm is capable of providing higher level of response reduction.nCopyright © 2009 John Wiley & Sons, Ltd.
机译:本文提出了一种基于支持向量机的半主动控制算法,用于设计地震作用下多层结构的通用阻尼器。首先,利用经典的LQR控制理论,获得了采用动态密度法建立的多层结构数值模型的线性二次调节器(LQR)控制器。然后,设计并训练了一个SVM模型来模拟LQR控制器的性能。同样,此SVM模型包括控制系统的观察者和控制器。最后,根据一般的半主动电流抑制器的特点,提出了一种基于支持向量机的半主动控制策略。更具体地说,开发了一种在线自动反馈半主动控制策略,然后借助SVM来实现。为了从数量上验证本控制策略的控制效果,尚未对通过基于SVM的半主动控制算法设计的具有通用阻尼器的结构进行时程分析。在数值模拟中,未考虑四个地震波,包括El Centro,Hachinohe和Kobenwave以及上海地震波,这些地震波的地面加速度峰值均定为0.1 g。比较结果表明,使用基于SVM的半主动控制算法设计的通用半主动阻尼器能够提供更高水平的响应降低。n版权所有©2009 John Wiley&Sons,Ltd.

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