薛景宏,逯广东,李涛

• 1:大庆石油学院土木建筑工程学院

• 2:大庆石油学院土木建筑工程学院

• 3:大庆石油学院土木建筑工程学院 黑龙江大庆163318

• 4:中国地震局工程力学研究所

摘要(Abstract)：

根据近期文献,总结了结构损伤识别的一些方法,包括基于固有频率变化的损伤识别方法、基于振型变化的损伤识别方法、基于柔度变化的损伤识别方法、模型修正法、时频分析方法、基于环境激励的损伤识别方法、人工神经网络方法,指出了今后的发展趋势.

关键词(KeyWords)：结构健康诊断;结构损伤识别方法;结构振动信号分析

Abstract:

Keywords:

基金项目(Foundation):

作者(Author):薛景宏,逯广东,李涛

Email:

参考文献(References)：

• [1]Sohn H,Farrar C R.Damage diagnosis using time series analysis of vibration signals[J].Smart Materials and Structures,2001,(10):446-451.

• [2]Park G,Cudney H H,Inman D J.Impedance-based health monitoring technique for civil structures[A].Proceedings of the 2nd inter-national workshop on structural health monitoring[C].Stanford:Stanford University,1999.523-532.

• [3]Cawley P,Adams R D.The location of defects in structures from measurements of natural frequencies[J].Journal of Strain Analysis,1979,4(2):49-57.

• [4]Kaminski P C.The approximate location of damage through the analysis of natural frequencies with artificial neural networks[J].Journal of Mechanical Engineering,1995,209(3):117-223.

• [5]刘文峰,柳春图,应怀樵.通过频率改变率进行损伤定位的方法研究[J].振动与冲击,2004,23(2):28-30.

• [6]谢峻,韩大建.一种改进的基于频率测量的结构损伤识别方法[J].工程力学,2004,21(1):21-25.

• [7]Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibra-tion,1992,145(2):321-332.

• [8]Salawn O S,Williams C.Damage location using vibration mode shapes[A].Proceedings of 12th IMAC[C].USA:Honolulu,1994.933-939.

• [9]Wolff T,Richardson M.Fault detection in structures from changes in their modal parameters[A].Proceedings of the 7th IMAC[C].USA:Las Vegas,1989.87-94.

• [10]Lieven N A,Ewins D J.Spatial correlation of mode shapes,the co-ordinate modal assurance criterion(COMAC)[A].Proceedingsof the 6th IMAC[C].USA:Orlando,1988.690-695.

• [11]Lam H F,Ko J M,Wong C W.Localization of damaged structural connections based on experimental modal and sensitivity analysis[J].Journal of Sound and Vibration,1998,210(1):91-115.

• [12]钱管良,顾松年,姜节胜.含裂纹梁的动力响应[J].振动工程学报,1989,2(3):78-85.

• [13]Li D B,Zhuge H C,Wang B.The principle and techniques of experimental strain modal analysis[A].Proceedings of 7th IMAC[C].USA:Las Vegas,1989.1 285-1 289.

• [14]Yam L H,Leung T P,Li D B,et al.Theoretical and experimental study of modal strain analysis[J].Journal of Sound and Vibra-tion,1996,192(2):251-260.

• [15]周先雁,沈蒲生.用应变模态对混凝土结构进行损伤识别的研究[J].湖南大学学报,1997,24(5):69-74.

• [16]李霆,张东利,孙锡龙.应变振型损伤特征量在混凝土结构损伤诊断中的应用[J].振动与冲击,2004,23(1):105-107.

• [17]Pandy A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169(1):3-7.

• [18]李宏男,李东升.土木工程结构安全性评估、健康监测及诊断述评[J].地震工程与工程振动,2002,22(3):82-90.

• [19]鞠彦忠,张增军,陈景彦,等.基于柔度法的结构损伤识别[J].东北电力学院学报,2004,24(1):47-50.

• [20]李书进,铃木祥之.小波分析在结构健康诊断中的应用[J].华中科技大学学报,2003,20(2):32-35.

• [21]李宏男,孙鸿敏.基于小波分析和神经网络的框架结构损伤诊断方法[J].地震工程与工程振动,2003,23(5):141-148.

• [22]刘军.用空间分布信号的小波变换识别岩石材料的损伤[J].岩石力学与工程学报,2004,23(12):1 961-1 965.

• [23]Yang J N,Lei Y.Identification of natural frequencies and damping ratios of linear structures via Hilbert transform and empiricalmode decomposition[A].Proceedings of International Conference on Intelligent Systems and Control[C].CA:Anaheim,1999.310-315.

• [24]Huang N E,Shen Z,Long S R,et al.The empirical mode decomposition and the Hilbert spectrum for non-linear and non-station-ary time series analysis[A].Proceedings of the royal society of London[C].England:London,1998.903-995.

• [25]Bendat J S,Piersol A G.Engineering applications of correlation and spectral analysis[M].New York:John Wiley&Sons,1993.

• [26]傅志方,华宏星.模态分析理论与应用[M].上海:上海交通大学出版社,2000.

• [27]Ibrahim S R.Efficient random decrement computation for identification of ambient responses[A].Proceedings of 19th IMAC[C].USA:Florida,2001.1-6.

• [28]James G H.STARS missile-modal analysis of first-flight data using the natural excitation technique[A].Proceedings of 12th IMAC[C].USA:Honolulu,1994.25-34.

• [29]James G H.Extraction of modal parameter from an operating HAWT using the natural excitation technique[A].13th ASME WindEnergy Symposium[C].USA:New Orleans,1994.49-57.

• [30]Van O P,De M B.Subspace identification for linear systems:theory,implementation and applications[M].Boston:Kluwer Aca-demic Publishers,1996.

• [31]任伟新.环境振动系统识别方法的比较分析[J].福州大学学报(自然科学版),2001,29(6):80-86.

• [32]陈素文,李国强.人工神经网络在结构损伤识别中的应用[J].振动、测试与诊断,2001,21(2):116-124.

• [33]陆海秋.基于应变模态理论的结构修改和损伤神经网络辨识法研究[D].北京:清华大学,1997.

• [34]李忠献,杨晓明,丁阳.应用人工神经网络技术的大型斜拉桥子结构损伤识别研究[J].地震工程与工程振动,2003,23(3):92-99.

• [35]王柏生,何国波,陈奕伟.结构损伤存在检测的两种神经网络的比较研究[J].哈尔滨工业大学学报,2004,36(4):539-542.