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MR阻尼结构振动控制的仿真试验研究
引用本文:李秀领,李宏男.MR阻尼结构振动控制的仿真试验研究[J].系统仿真学报,2006,18(5):1343-1346.
作者姓名:李秀领  李宏男
作者单位:大连理工大学土木水利学院海岸和近海工程国家重点实验室,大连,116024
基金项目:国家杰出青年科学基金;辽宁省教育厅资助项目;辽宁省自然科学基金
摘    要:基于Matlab/Simulink软件平台,结合dSPACE实时仿真系统的软硬件资源,建立磁流变阻尼器(MagnetorheologicalDamper,简称MR阻尼器)和框架-剪力墙偏心结构试验控制系统仿真模型,采用RCP技术对此结构模型进行地震反应振动台试验。试验结果表明,MR阻尼结构的振动受到很好抑制,Matlab/dSPACE综合试验环境是高效简洁的。

关 键 词:框架-剪力墙偏心结构
文章编号:1004-731X(2006)05-1343-04
收稿时间:2005-04-04
修稿时间:2005-06-03

Experiment Investigation of Structural Seismic Control with MR Damper
LI Xiu-ling,LI Hong-nan.Experiment Investigation of Structural Seismic Control with MR Damper[J].Journal of System Simulation,2006,18(5):1343-1346.
Authors:LI Xiu-ling  LI Hong-nan
Institution:State Key Lab of Costal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:The dynamic model of magnetorheological(MR)damper and the experiment system of 3-floor frame-shear wall eccentric structure were built based on Matlab/Simulink software environment and hardware/software resources of dSPACE.The shaking table experiment of the structural was implemented using rapid control prototyping(RCP)technology.The experiment results show that the seismic response of the MR damping structure is mitigated significantly,and the experiment environment is efficient.
Keywords:dSPACE  Matlab/Simulink  RCP
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