Abstract:In real-time substructure testing, if the loading actuator cannot be achieved action command in the algorithm step timely and accurately or suffer disturbance in loading project, it will cause great distortion in test results. In order to prevent the occurrence of such a situation, an innovation that Popov super stability theory is introduced into the loading control in the test will be applied. A MRAC (Model reference adaptive control) system is designed and carried out by MATLAB/Simulink to build its modeling and do simulation. The results of simulation show that the design of MRAC system based on super stabilization theory has good tracking accuracy, response speed and online error correcting function, which meets the requirements of real-time substructure testing.
邓利霞1,范武2. 基于Popov超稳定理论的实时子结构试验MRAC控制与仿真[J]. 振动与冲击, 2016, 35(21): 42-46.
Lixia Deng1, Fan Wu2. The control and simulation of MRAC based on Popov hyperstability theory in real-time substructure testing. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(21): 42-46.
[1] 邱法维,钱稼茹,陈志鹏. 结构抗震试验方法[M]. 北京:科学出版社,2000.
Qiu Fawei, Chen Zhipeng. Structure test method of seismic [M]. Science Press. China:Beijing, 2000.
[2] 何文福,刘文光,张颖等. 高层隔震结构地震反应振动台试验分析[J]. 振动与冲击,2008,27(8): 97-101.
He Wenfu, Liu Wenguang. High-rise structure seismic response analysis of vibration table test[J]. Journal of Vibration and Shock, 2008,27(8): 97-101.
[3] 韩强,杜修力,刘晶波等. 多维地震作用下隔震桥梁地震反应(I)一模型结构振动台试验[J].振动与冲击,2008,27(9): 59-65.
Han Qiang, Du Xiuli. Isolation bridge seismic response under multi-dimensional earthquake(I)—model structure of shaking table test[J]. Journal of Vibration and Shock, 2008,27(9): 59-65.
[4] k.Taknashi and M.Nakashima, Japanese Activities on On-line Testing, Journal of Engineering Mechanics, ASCE, Vol. 113. No.7, July 1987.
[5] 张涛. 电液伺服加载系统的LQR控制及在实时子结构实验中的应用[D]. 哈尔滨工业大学, 2008.
Zhang Tao. 2008. LQR control of electro hydraulic servo loading system and the application in real-time substructure testing, [D]. Harbin Institute of Technology.China:Harbin.
[6] 邓利霞. 实时子结构实验的自适应控制方法[D]. 哈尔滨工业大学,2007.
Deng Lixia. 2007. Adaptive control method for real-time substructure testing, [D]. Harbin Institute of Technology. China:Harbin.
[7] V. M. Popov. Hyperstability of contorl systems. Spring Verlag, 1973
[8] 王倩颖. 实时子结构试验方法及其应用[D].哈尔滨工业大学,2007.
Wang Qianying. 2007. Real time substructure testing method and its application [D]. Harbin Institute of Technology. China:Harbin.
[9] landau. ID. Ahyperstablility criterion for model reference adaptive control systems [J]. IEEE Trans. Autom. control. 1969:552-555
[10] li Y, Zhang K, Wang H. Aadaptive contorl theory and appliction[M].Xi An:Northwestern Polytechnical University press, 2010:81-83
[11] 陈复扬,姜斌.自适应控制与应用[M].北京:国防工业出版社,2009:111-121
Chen Fuyang, Jiang Bin. 2009. Adaptive control and application [M]. Beijing: National Defence Industry Press,pp:111-121
[12] 韩彦彬. 正定积分算子的本征值[J]. 河北大学学报(自然科学版),1986,01:18-30.
Han Yanbin. 1986. The eigenvalues of positive definite integral operator [J]. Journal of Hebei University (NATURAL SCIENCE EDITION),vol 01:18-30.
[13] 王正林.MATLAB/Simulink与控制系统仿真[M].北京:电子工业出版社,2012
Wang Zhenglin. 2012. MATLAB/Simulink and Simulation of control system [M]. Electronic Industry Press.China:Beijing.
[14] 石良臣.MATLAB/Simulink系统仿真超级学习手册[M].北京:人民邮电出版社,2014
Shi LiangChen. 2014.MATLAB/Simulink system simulation super learning handbook [M]. People's Posts and Telecommunications Press. China:Beijing.
[15] Landau ID. A survey of model reference adaptive techniques—Theory and applications [J]. Automatica,1974,10(4):353-379
[16] B. Wu, H. Bao, J. Ou, S. Tian. Stability and Accuracy Analysis of Central Difference Method for Real-time Substructure Testing[J]. Earthquake Engineering and Structural Dynamics. 2005, 34: 705-718.
[17] Wu B, Deng L, Yang X. Stability of Central Difference Method for Dynamic Real-time Substructure Testing[J]. Earthquake Engineering and Structural Dynamics. 2009, 38: 1649-1663.