基于RBF神经网络的建筑结构滑模控制新方法

Zhijun Li, Z. Deng, Zhiping Gu
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引用次数: 14

摘要

过度的抖振效应是传统滑模控制器的主要缺点。本研究基于RBF神经网络控制方法的优点,将一种新的自适应滑模控制方法作为主动控制算法之一,应用于地震激励下的建筑结构。通过引入新的控制方法,避免了传统滑模控制器存在的抖振效应。首先,我们建立了运动方程并设计了开关曲面。然后,基于RBF神经网络控制算法,调整控制增益参数,设计神经控制器。对于数值应用,考虑了受地面激励的三层剪切建筑模型。用两次不同地震事件中记录的地面加速度来评价控制算法对不同扰动的有效性。仿真结果初步表明,本文提出的自适应滑模控制方法不仅能有效地降低地震动的峰值响应,而且能保持较低的抖振效应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
New sliding mode control of building structure using RBF neural networks
The undue chattering effect is the major disadvantage of conventional sliding mode controllers. In this study, based on the advantage of RBF neural network control method, a new adaptive sliding mode control method, which is one of the active control algorithms, has been applied for seismically-excited building structures. The undue chattering effect, the major disadvantage of conventional sliding mode controller, has been avoided by introducing the new control method. First, we build the motion equation and design the switching surfaces. Next, based on the RBF neural network control algorithm, we adjust the control gain parameter and then design the neurocontroller. For numerical applications, a three-storey shear building model subjected to ground excitations has been considered. The ground accelerations recorded in two different earthquake events have been used to evaluate the effectiveness of the control algorithm for varied disturbances. The simulation results show preliminarily that our new adaptive sliding mode control method is quite effective: not only can it reduce the peak-response of the ground motion, but also it can keep the chattering effect sufficiently low.
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