摘要
针对一类具有非线性不确定及外部扰动的结构系统,提出一种基于线性矩阵不等式的鲁棒H∞主动控制策略.当结构系统质量矩阵中存在摄动时,将其描述为一种中立不确定的动态模型系统,通过鲁棒H∞控制方法同时保证了结构系统在模型和参数摄动下以及在控制变量和扰动存在非线性不确定性时的鲁棒稳定.最后通过对一个单自由度建筑结构模型在地震波作用下的主动振动控制仿真证明了该方法的有效性.
A new robust H∞ control strategy with enhanced robustness for the structural vibration systems with nonlinear uncertainties and exogenous disturbances is presented. Particularly, due to the existence of perturbation in the mass matrix, the considered plant is described by a dynamical model with neutral uncertainty, or an uncertain descriptor (or singular) system. A novel direct robust vi- bration robustness against the modeling and parametric perturbations, controller variations and disturbance excitations can be guaranteed simultaneously. A numeral example of one-freedom structural svstem is orovided to show the efficiencv of the aooroach.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2008年第2期324-328,共5页
Journal of Southeast University:Natural Science Edition
基金
国家自然科学基金资助项目(60474050)
图像信息处理与智能控制教育部重点实验室开放基金资助项目(200706)
关键词
结构系统
鲁棒控制
振动控制
非线性扰动
线性矩阵不等式
structural systems
robust control
vibration control
nonlinear disturbance
linear matrixinequality