期刊文献+

高层建筑非线性地震反应的半主动H_∞控制 被引量:2

SEMI-ACTIVE H_∞ CONTROL OF NONLINEAR SEISMIC RESPONSE FOR HIGH-RISE BUILDINGS
下载PDF
导出
摘要 针对国内外学者多数集中于研究地震激励作用下结构线性反应的振动控制的现状,采用MR阻尼器作为控制装置,提出了能有效抑制强烈地震激励下高层建筑非线性反应的半主动H∞控制;通过观测楼层的加速度和半主动控制力,构建了适用于半主动控制的Kalm an-Bucy状态估计器。该方法有效地考虑了地震荷载的不确定性。对一个受控的20层基准建筑进行了非线性反应的数值仿真分析,并与其他控制策略的结果进行了对比分析。结果表明,半主动H∞控制是一种性能优良的控制策略,能有效地抑制高层建筑结构的非线性地震反应,减小强烈或罕遇地震对建筑结构的破坏。 Different from studies mostly focusing on the linear response control of civil engineering structures,a semi-active control strategy,in which the magnetorheological dampers are used as actuators,is presented for reducing nonlinear response of high-rise buildings.Based on the measured vector of floor accelerations and semi-active control forces,a Kalman-Bucy observer suitable for semi-active strategy is built to obtain the estimation of state vector.The proposed strategy takes the uncertainty effects of earthquake excitation into account.Numerical simulation is carried out for analyzing the nonlinear seismic responses of the controlled 20-story benchmark building,and the simulation results are compared to those of other control strategies.The results show that the developed semi-active strategy has good performance,can reduce the nonlinear seismic response of high-rise building efficiently and minimize the damages in the building structures caused by strong earthquakes.
出处 《振动与冲击》 EI CSCD 北大核心 2007年第2期93-97,共5页 Journal of Vibration and Shock
关键词 非线性地震反应 半主动H∞控制 高层建筑 磁流变阻尼器 基准问题 nonlinear seismic response,semi-active H∞ control,high-rise building,magnetorheological damper,benchmark problem
  • 相关文献

参考文献8

  • 1Othori Y,Christenson R E,Spencer Jr B F,et al.Summary of benchmark control problems for seismically excited nonlinear building[A].Proceedings of the 2000 Engineering Mechanics Conference[C].Austin:ASCE,2000.
  • 2Othori Y,Christenson R E,Spencer Jr B F,et al.Benchmark control problems for seismically excited nonlinear building[J].Journal of Engineering Mechanics:Special Issue on Structural Control Benchmark Problems,2002.
  • 3颜桂云,孙炳楠,杨骊先,田瑞华.高层建筑非线性地震反应的半主动模型预测控制[J].浙江大学学报(工学版),2004,38(11):1460-1465. 被引量:3
  • 4徐洋,姜洪洲,叶正茂,韩俊伟.H_∞控制在AMD Benchmark结构主动控制中的应用研究[J].振动与冲击,2005,24(5):14-17. 被引量:11
  • 5Kose I E,Schmitendorf W E,Yang J N.H∞active seismic response control using static output feedback[J].Journal of Engineering Mechanics,1993,7:651-659.
  • 6Schmitendorf W E,Jabbari F,Yang J N.Robust control technique for building under earthquake excitation[J].Earthquake engineering and structural dynamics,1994,23(3):539-552.
  • 7代泽兵,黄金枝,王红霞.基于智能阻尼器的大跨度斜拉桥多支承激励地震振动控制[J].振动与冲击,2005,24(2):66-70. 被引量:17
  • 8Yoshida O,Dyke S J.Seismic control of a nonlinear benchmark building using smart damper,2002.

二级参考文献23

  • 1Dyke S J, Turan G, Caicedo J M, et al. Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges.2000
  • 2Caicedo J M, Dyke S J, Moon S J, et al. Phase Ⅱ benchmark control problem for seismic response of cable-stayed bridges. 2002
  • 3Wilson J, Gravelle W. Modelling of a Cable-Stayed Bridge for Dynamic Analysis, Earthquake Engineering and Structural Dynamics.1991, 20:707-721
  • 4Magana M E, Volz P, Miller T. Nonlinear decentralized control of a flexible cable-stayed beam structure. ASME Journal of Vibration and Acoustics, 1997,119:523-526
  • 5Yozo Fujino. Vibration, control and monitoring of long-span bridges-resent research, developments and practice in Japan. Journal of Constructional Steel Research, 2002,58:71-97
  • 6Dyke S J, Spencer Jr. B F, Sain M K ,Carlson J D. Modeling and Control of Magnetorheological Dampers for Seismic Response. Smart Materials and Structures. 1996, 5:565-575
  • 7Spencer Jr, B F, Dyke S J, et al. Phenomenological model of a magnetorheological damper. Journal of Engineering Mechanics, ASCE. 1997 b,123(3):230-238
  • 8Jansen L M. Dyke S J. Semiactive control strategies for MR dampers:comparative study. Journal of engineering Mechanics, ASCE,2000,126(8):795-803
  • 9Yang G, Spencer Jr. B F, Carlson J D, Sain M K. Large-scale MR fluid dampers:Modeling, and dynamic performance considerations. Engineering structures. 2002,30(3):309-323
  • 10Jung H J, Spencer Jr. B F, Lee I W. Benchmark control problem for seismically excited cable-stayed bridges using smart damping strategies.Conference on cable-supported bridges. seoul Korea, Serial. 2001, 256-267

共引文献28

同被引文献13

  • 1王昊,胡海岩.整车悬架的最优模糊半主动控制[J].振动工程学报,2005,18(4):438-442. 被引量:10
  • 2陈修祥,马履中,朱伟,徐华伟.车载设备半主动多维减振装置设计理论研究[J].振动与冲击,2007,26(3):124-127. 被引量:5
  • 3陈卫东,邵敏强,杨兴华,路波,徐庆华.跨声速风洞测力模型主动减振系统的试验研究[J].振动工程学报,2007,20(1):91-96. 被引量:20
  • 4Chen G D, Chen C C. Behavior of Piezoelectric friction damper under dynamic loading[ C]. Proc, SPIE Syrup. on Smart Structure Materials, Smart systems for Bridges, Structures and Highways Newport Beach, Calif,2000, Vol. 3988,54-63.
  • 5Ohtori Y, Christenson R E, et al. Benchmark Control Problems for Seismically Excited Nonlinear Buildings [ J ]. Journal of Engineering Mechanics: Special Issue on Structural Control Benchmark Problems, 2002.
  • 6Chen C C, Chen G D. Nonlinear control of a 20-story steel building active piezoelectric friction dampers [ J ]. Int. J.Struct. Eng. Mech, 2002, 4(1), 21-38.
  • 7李土勇.模糊控制·神经控制和智能控制论[M].哈尔滨:哈尔滨工业大学出版社,1996.
  • 8Wu T, Shao T. Adaptive vibration control using a virtual vibration absorber controller[J]. Journal of Sound and Vibration, 2007,305 (4/5) : 891-903.
  • 9Callai T C, Santos J E S. Applying the potentiality of using fuzzy logic in PID control design [J]. Ad- vances in Soft Computing, 2005 (1) : 193-204.
  • 10Zhu L, Toncich D, Nagarajah R. A PID-type fuzzy controller model for machine control applications [J]. Advanced Manufacturing Technology, 1997, 13 (10):696-707.

引证文献2

二级引证文献11

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