期刊文献+

建筑结构基于Kalman滤波器的趋近律离散变结构控制 被引量:2

Improving Discrete-Time Variable Structure Control for Buildings Via Kalman Filter and Reaching Law Algorithms
下载PDF
导出
摘要 针对在大型的建筑结构中安装过多的传感器进行主动控制是不切实际的,基于Kalman滤波器具有较准确估计系统部分未知状态的特点,提出一种基于Kalman滤波器的趋近律离散变结构控制方法,对一维地震动作用下建筑结构的振动控制问题进行了研究.以一个三层剪切型结构模型验证了该控制方法的有效性.仿真结果表明:利用Kalman滤波器算法和离散指数趋近律所设计的变结构控制器在系统状态信息不完备的情况下,具有较好的控制效果和鲁棒性. For implementations of active control systems in large civil engineering structures ,it may not be practical to install great number of sensors to measure the full-state vector .Considering the advantage of Kalman filter w hich could estimate part states of system ,a new discrete-time variable structure control method is presented for seismically-excited building structures .Kalman filter algorithm and the designing method of switching function are put forward .The variable structure controller is designed via the discrete-time reaching law .Finally the effectiveness of the discrete-time variable structure control method is verified by the model of a three-storey shear-type building structure .Simulation results obtained from the proposed static output feedback controller are compared with the traditional full-state feedback controller ,w hich show s preliminarily that the new control method is remarkable and robust .
出处 《西安工业大学学报》 CAS 2014年第8期624-629,共6页 Journal of Xi’an Technological University
基金 国家自然科学基金项目(10972168 51178388) 陕西省工业攻关项目(2013K07-07) 陕西省教育厅自然专项(2013JK0612) 西安工业大学校长基金重点项目(XAGDXJJ0919) 西安工业大学青年英才项目
关键词 KALMAN滤波器 趋近律 变结构控制 切换函数 建筑结构 Kalman filter reaching law variable structure control switching function buildings
  • 相关文献

参考文献7

  • 1HOUSNER C W, BERGMAN L A,CAUGHEY T K, et al. Structural Control.. Past, Present and Future[J].Journal of Engineering Mechanics ASCE, 1997, 123 (9):897.
  • 2FISCO N O, ADELI H. Smart Structures: Part I - Active and Semi-Active Control[J]. Seientia Iranica, 2011,18(3):275.
  • 3YANG J N,WU J C,AGRAWAL A K. Sliding Mode Control for Nonlinear and Hysteretic Structures [J]. Journal of Engineering Mechanics ASCE, 1995, 121 (12) :1330.
  • 4赵斌,吕西林.结构振动的离散变结构控制方法[J].振动工程学报,2001,14(1):85-89. 被引量:9
  • 5蔡国平,孙峰,王超.建筑结构滑模控制的趋近律方法[J].西安交通大学学报,2000,34(5):95-100. 被引量:8
  • 6贾杰,李静辉,李保磊.基于子结构的非线性滞变体系的滑模分散主动控制[J].黑龙江大学自然科学学报,2013,30(3):328-334. 被引量:2
  • 7CAI G P, HUANG J Z. Discrete-Time Variable Structure Control Method for Seismic-Excited Building Structures with Time Delay in Control [J]. Earthquake Engineering and Structural Dynamics,2002,31 : 1347.

二级参考文献15

  • 1Yang J N,J Struct Eng ASCE,1996年,122卷,1期,69页
  • 2Yang J N,JofEngrgMech ,ASCE,1996年,122卷,2期,179页
  • 3高为炳,变结构控制的理论及设计方法,1996年
  • 4YAO T P. Concept of structural control[ J]. Journal of the Structural Division, 1972, 98 ?7) : 1567 - 1574.
  • 5YANG J N, LI Z, VONGCHAVALITKUL S. Generalization of optimal control theory: linear and nonlinear control[ J]. Journal of Engineering Me-chanics, 1994, 120(2) : 266 -283.
  • 6YANG J N, AKBARPOUR A,GHAEMMAGHAMI P. New optimal control algorithms for structural control[ J]. Journal of Engineering Mechanics,1987,113(9): 1369 -1386.
  • 7ABDEL-ROHMAN M, LEIPHOLZ H H. Structural control by pole assignment method[ J]. Journal of the Engineering Mechanics Division, 1978,104(5) : 1159 -1175.
  • 8WANG Yang, LYNCH J P, LAW K H. Decentralized controller design for large-scale civil structures[ J]. Earthquake Engineering & StructuralDynamics, 2009, 38(3) : 377 -401.
  • 9MA Tian-wei,JOHANSEN J, XU Ning-shou,et al. Improved decentralized method for control of building structures under seismic excitation[ J].Journal of Engineering Mechanics,2010,136(5) : 662 -673.
  • 10SAFAK E. Adaptive modeling, identification, and control of dynamic structural systems. I: theory [J]. Journal of Engineering Mechanics, 1989,115(11) : 2386 -2405.

共引文献13

同被引文献21

引证文献2

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部