期刊文献+

悬臂梁系统的脉冲控制 被引量:1

Impulsive control of cantilever beam system
下载PDF
导出
摘要 为解决悬臂梁碰撞系统的混沌控制问题,利用脉冲微分系统理论和数值模拟技术,对悬臂梁系统的混沌控制进行了研究.结果表明:当悬臂梁碰撞系统出现混沌现象时,若在满足一定条件的时间点上对该系统施加脉冲信号,系统的混沌状态将会得到有效控制.利用龙格-库塔方法对施加了脉冲信号的系统进行了数值模拟,模拟结果表明:在固定时间点处系统的混沌状态得到了有效控制,验证了脉冲控制方法的可行性与有效性.该方法对研究建筑物的动力学行为具有一定的参考价值. In order to solve the chaos control problem in cantilever beam system, using the theory of impulsive differential system and numerical method, the chaos control problem in cantilever beam system is investigated in this study. The results show that when the chaos occurs in the cantilever beam system, at the time satisfying some conditions, if the impulsive signals are input into the system, the chaos of the system can be controlled. In addition, the numerical simulation on the system is conducted using Runge-Kutta method. The simulation results also show that the chaos in the system is controlled on a certain time, which demonstrates the feasibility and effectiveness of impulsive method. The proposed method is useful for future study on buildings' dynamic behavior.
作者 李红武 李鑫
出处 《辽宁工程技术大学学报(自然科学版)》 CAS 北大核心 2013年第2期241-244,共4页 Journal of Liaoning Technical University (Natural Science)
基金 河南省自然科学基金资助项目(102300410219) 河南省教育厅自然科学基金资助项目(2010B110018)
关键词 混沌控制 悬臂梁系统 非光滑系统 分岔 脉冲微分系统 脉冲控制 龙格-库塔方法 数值模拟 chaos control cantilever beam system non-smooth system bifurcation impulsive differential system impulsive control Runge-Kutta method numerical simulation
  • 相关文献

参考文献17

  • 1Pyragas K. Continuous control of chaos by self-controlling feedback[J]. Physics Letters A, 1992,170:421-428. 被引量:1
  • 2Huberman B A, Lumer E. Dynamics of adaptive systems[J]. IEEE Trans CAS, 1990,37: 547-550. 被引量:1
  • 3Sinha S, Ramaswamy R, Rao J. Adaptive control in nonlinear dynamics[J]. Physica D, 1990(43): 118-128. 被引量:1
  • 4Huang D. Stabilizing near-nonhyperbolic chaotic systems with applications[J]. Physica Review Letter, 2004,93: 214101. 被引量:1
  • 5冯进钤,徐伟,王蕊.随机Duffing单边约束系统的倍周期分岔[J].物理学报,2006,55(11):5733-5739. 被引量:14
  • 6王林泽,赵文礼.外加正弦驱动力抑制一类分段光滑系统的混沌运动[J].物理学报,2005,54(9):4038-4043. 被引量:13
  • 7Emans J, Wiercigroch M, Krivtsov A M. Cumulative efect of smactural nonlinearities: chaotic dynamics of cantilever beam system with impacts[J]. Chaos, Solitons & Fractals, 2005,23:1 661-1 670. 被引量:1
  • 8Yang T. Impulsive control theory[M]. Berlin: Springer, 2001. Yang T, Yang L B, Yang C M. Impulsive synchronization of Lorenzsystems[J]. Physics Letters A, 1997,226 349-354. 被引量:1
  • 9Yang T, Yang L B, Yang C M. Impulsive control of Lorenz systems [J]. Physica D, 1997,110: 18-24. 被引量:1
  • 10Yang T, Yang L B, Yang C M. Control of R6ssler system to periodic motions using impulsive control methods[J]. Physics Letters A, 1997, 232:356-361. 被引量:1

二级参考文献40

共引文献57

同被引文献11

  • 1BRADFORD M.Distortional buckling of elastically restrained cantilevers.Journal of Constructional Steel Research,1998(47):3-18. 被引量:1
  • 2ZIRAKIAN T.Elastic distortional buckling of doubly symmetric I-shaped flexura lmembers with slender webs[J].Journal of Constructional Steel Research,2008,46:466-475. 被引量:1
  • 3ZIRAKIAN T, SHOWKATI H.Distortional buckling of castellated beams[J]. Journal of Constructional Steel Research,2006, 62:863-871. 被引量:1
  • 4V'RCELI Z,BRADFORD M.Elastic distortional buckling of continuously restrained-section Research,2006,62:223-230. 被引量:1
  • 5Steel structures:AS4100-1998 [S].Sydney:Australia Standards, 1998. 被引量:1
  • 6Structural use of steelwork in building-part l:code of practice for design-rolled and welded sectious:BS 5950[S].London:British Standards Institution,2000. 被引量:1
  • 7Design of steel structures part 1-1 general roles and roles for buildings: EC3.Eurocode 3[S].London:Brifish Standards Institution,2005. 被引量:1
  • 8KNOWLES P R.Castellated beams[J]Proceedings of the Institution of Civil Engineers, 1991,90( 1 ):521-536. 被引量:1
  • 9周朝阳,周云峰.蜂窝梁等效抗弯刚度的确定方法[J].建筑科学与工程学报,2008,25(1):102-106. 被引量:19
  • 10丁涛,于少春.基于ANSYS的框架结构模态数值模拟分析[J].辽宁工程技术大学学报(自然科学版),2010,29(A01):43-44. 被引量:14

引证文献1

二级引证文献1

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