留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

基于AQSSE方法的基础隔震结构损伤识别

穆腾飞 周丽 尹强

穆腾飞, 周丽, 尹强等 . 基于AQSSE方法的基础隔震结构损伤识别[J]. 北京航空航天大学学报, 2012, 38(5): 625-629.
引用本文: 穆腾飞, 周丽, 尹强等 . 基于AQSSE方法的基础隔震结构损伤识别[J]. 北京航空航天大学学报, 2012, 38(5): 625-629.
Mu Tengfei, Zhou Li, Yin Qianget al. AQSSE method for damage identification of base-isolated structures[J]. Journal of Beijing University of Aeronautics and Astronautics, 2012, 38(5): 625-629. (in Chinese)
Citation: Mu Tengfei, Zhou Li, Yin Qianget al. AQSSE method for damage identification of base-isolated structures[J]. Journal of Beijing University of Aeronautics and Astronautics, 2012, 38(5): 625-629. (in Chinese)

基于AQSSE方法的基础隔震结构损伤识别

基金项目: 国家自然科学基金资助项目(11172128); 国家自然科学基金国际(地区)合作与交流资助项目(61161120323); 江苏省"六大人才高峰"资助项目(2010-JZ-004); 江苏省普通高校研究生科研创新计划资助项目(CXLX11_0171)
详细信息
  • 中图分类号: N 945.14; O 327

AQSSE method for damage identification of base-isolated structures

  • 摘要: 提出自适应二次误差平方和(AQSSE,Adaptive Quadratic Sum-Squares Error)方法对基础隔震结构进行在线损伤识别实验研究.建立基础隔震结构实验模型,进行振动实验.实验过程中采用一套刚度元件装置在线模拟结构损伤,测量模型加速度响应和位移响应,基于测得的加速度信号和AQSSE方法在线识别基础隔震结构的参数和位移,并追踪参数的变化,从而识别结构损伤.研究结果表明:在两种典型地震波激励下,通过不同时刻的刚度突变模拟结构损伤,AQSSE方法得到的结构参数值与有限元分析结果一致,且识别得到的位移曲线与实验测量的位移曲线吻合良好,验证了AQSSE方法在基础隔震结构参数识别与损伤追踪中的有效性和准确性.

     

  • [1] Skinner R I,Robinson W H,McVerry G H.An introduction to seismic isolation[M].UK:John Wiley and Sons,1993
    [2] Narasimhan S,Nagarajaiah S,Gavin H,et al.Smart base isolated benchmark building part I:problem definition[J].Journal of Structural Control and Health Monitoring,2006,13(2/3):573-588
    [3] Yang J N,Lin S.Identification of parametric variations of structures based on least square estimation and adaptive tracking technique[J].Journal of Engineering Mechanics,2005,131(3):290-298
    [4] Yang J N,Lin S,Huang H,et al.An adaptive extended Kalman filter for structural damage identification[J].Journal of Structural Control and Health Monitoring,2006,13(4):849-867
    [5] Zhou L,Wu S Y,Yang J N.Experimental study of an adaptive extended Kalman filter for structural damage identification[J].Journal of Infrastructure Systems,ASCE,2008,14(1):42-51
    [6] Yang J N,Huang H W,Lin S L.Sequential non-linear least-square estimation for damage identification of structures[J].International Journal of Non-Linear Mechanics,2006,41(1):124-140
    [7] Yang J N,Huang H,Pan S.Adaptive quadratic sum-squares error for structural damage identification [J].Journal of Engineering Mechanics,2009,135(2):67-77
    [8] Huang H,Yang J N,Zhou L.Comparison of various structural damage tracking techniques based on experimental data[J].Smart Structures and Systems,2010,9(6):1057-1078
    [9] Furukawa T,Ito M,Izawa K,et al.System identification of base-isolation building using seismic response [J].Journal of Engineering Mechanics,2005,131(3):268-275
    [10] Ismail M,Ikhouane F,Rodellar J.The hysteresis Bouc-Wen model:a survey[J].Archives of Computational Methods In Engineering,2009,16(2):161-188
    [11] 汪新明,周丽.基于振动响应的隔震支座的非线性建模及参数估计[J].振动与冲击,2008,27(1):146-150 Wang Xinming,Zhou Li.Modeling of a rubber bearing and its parameters estmation based of its dynamic response [J].Journal of Vibration and Shock,2008,27(1):146-150(in Chinese)
    [12] Yin Q,Zhou L,Wang X.Parameter identification of hysteretic rubber-bearing based on sequential nonlinear least-square estimation [J].Journal of Earthquake Engineering and Engineering Vibration,2010,9(3):375-383
  • 加载中
计量
  • 文章访问数:  2285
  • HTML全文浏览量:  217
  • PDF下载量:  389
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-02-16
  • 网络出版日期:  2012-05-30

目录

    /

    返回文章
    返回
    常见问答