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安装MR阻尼器工程结构的非参数模型自适应控制
引用本文:周强,瞿伟廉.安装MR阻尼器工程结构的非参数模型自适应控制[J].地震工程与工程振动,2004,24(4):127-132.
作者姓名:周强  瞿伟廉
作者单位:武汉理工大学,土木工程与建筑学院,湖北,武汉,430070;武汉理工大学,土木工程与建筑学院,湖北,武汉,430070
基金项目:国家自然科学基金重点项目(50038010),国家自然科学基金项目(59978037)
摘    要:本文首先建立了结构一磁流变阻尼器非线性系统的非参数模型,该模型不需要太多的受控结构的先验知识,且具有结构简单、参数少,是时变增量形式等优点,因此适合于非线性控制系统的设计。在此基础上,本文提出了非参数模型学习自适应半主动控制算法,并以一个6层框架结构为例,进行了深入的仿真数值分析。计算结果表明,采用本文提出的控制算法能得到令人满意的控制效果。通过在较大范围内选取结构参数值,验证了算法具有较好的鲁棒性。

关 键 词:非线性系统  非参数模型  学习自适应控制  鲁棒性  控制效果
文章编号:1000-1301(2004)04-0127-06

Model-free learning adaptive semi-active control of structure with MR dampers
Zhou Qiang,Qu Weilian.Model-free learning adaptive semi-active control of structure with MR dampers[J].Earthquake Engineering and Engineering Vibration,2004,24(4):127-132.
Authors:Zhou Qiang  Qu Weilian
Abstract:The non-parameter model of structure-magnetorheological (MR) damper nonlinear system is established in the paper. The non-parameter model has some merits, such as simple structure, few parameters and time-varying incremental form. Moreover, the model needs less prior knowledge about controlled structure. So it is suitable for the application of the nonlinear control system design. On the basis of this, the model-free learning adaptive (MFLA) semi-active control algorithm is proposed. Taken a six-storey frame structure as an example, plenty of numerical analysis was carried out. The numerical analytical results show that the controlled structure using proposed algorithm can have satisfied control effect. To verify the robustness of the algorithm,a wide range of structural parameters are chosen.
Keywords:nonlinear system  non-parameter model  learning adaptive control  robustness  control effect
本文献已被 CNKI 维普 万方数据 等数据库收录!
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