摘要
目的将鲁棒控制理论用于建筑结构控制领域,解决建筑结构在实际控制中存在的不确定性问题.方法基于线性矩阵不等式,给出递阶分散鲁棒控制设计方法.设计了基于MAT-LAB/xPC的实时振动控制系统,并且进行了悬臂梁半物理实时数据采集与控制实验.结果当结构的质量发生变化时,实施递阶分散控制算法能很好地对结构的振动进行控制.从时域分析看,当对试验模型控制后,衰减速度随着与振源距离的增加而显著的加快,说明其振动传递率有所降低.1#~3#位置的控制效果相对较好,由于控制系统固有的噪声存在的影响以及4#位置的振动响应很小,4#位置控制效果不是很明显.结论利用压电智能材料,对悬臂梁实施递阶分散鲁棒控制方案是可行的,实验实现并证明了递阶分散鲁棒控制方法对不确定结构控制的可行性和有效性.
The robust control theory is used in the building structure fields to resolve the uncertainty of the actual building structure. The linear matrix inequality of robust control method based on hierarchical decentralized state feedback is used to control building structure. It constructs cantilever active control experiments by Matlab/xPC control method, and a half physical real-time data acquisition and control of cantilever is realized. The result shows that, while the mass of structure change, the vibration has been in good control. According to the time domain analysis, the vibration attenuation velocity quickens after the cantilever is controlled. The location 1# -3# have a good control effect. Because of the existence of noises and small vibration response of the location th 4#, the location 4# has not good control effect. The conclusion is that it is feasible to make hierarchical decentralized control over cantilever by using piezoelectric material. The experimental results show that controllers can work very well and has strong robustness.
出处
《沈阳建筑大学学报（自然科学版）》
CAS
北大核心
2009年第2期235-239,共5页
Journal of Shenyang Jianzhu University：Natural Science
基金
国家自然科学基金项目(50429802)
关键词
递阶分散控制
建筑结构
不确定性
鲁棒控制
振动试验
hierarchical decentralized control
building structure
uncertainty
robust control
vibration experiment
