基于小波分析的结构损伤检测发展现状与展望
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摘要
基于小波分析的结构损伤检测技术,以其良好的应用前景,已成为目前学术界、工程界研究的热点。在回顾和总结了小波分析理论及其在结构损伤检测中研究现状的基础上,对今后的发展进行了讨论和展望。
The structural damage detection based on wavelet analysis is becoming a hot research subject in the present science and engineering due to its promising prospects of application.The general review for the damage detection of structures by wavelet analysis and some further research topics are outlined.
The structural damage detection based on wavelet analysis is becoming a hot research subject in the present science and engineering due to its promising prospects of application.The general review for the damage detection of structures by wavelet analysis and some further research topics are outlined.
引文
[1]徐长发.实用小波方法(第二版)[M].武汉:华中科技大学出版社,2004.
[2]胡昌华,等.基于MatLab 6.x的系统分析与设计-小波分析[M].西安:西安电子科技大学出版社,2004.
[3]马玉华.小波变换与工程应用[M].北京:科学出版社,2001.
[4]李宏男,孙鸿敏.小波分析在土木工程领域中的应用[J].世界地震工程,2003,19(2):16-22.
[5]Sun Z,Chang C C.Structural Damage AssessmentBased on Wavelet Packet Transform[J].Journal ofStructure Engineering,ASCE,2002,128(10):1354-1361.
[6]Haase M,Widjajakusuma J.Damage IdentificationBased on Ridges and Maxima Lines of the WaveletTransform[J].International Journal of Engineering Sci-ence,2003,41:1423-1443.
[7]李国强,李杰.工程结构动力检测理论与应用[M].北京:科学出版社,2002.
[8]姜绍飞.基于神经网络的结构优化与损伤检测[M].北京:科学出版社,2002.
[9]马宏伟,杨桂通.结构损伤探测的基本方法和研究进展[J].力学进展,1999,29(4):513-527.
[10]Hansang Kim,Hani Melhem.Damage Detection ofStructures by Wavelet Analysis[J].Engineering Struc-tures,2004,26:347-362.
[11]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003,36(5):105-110.
[12]Hou Z,Noori M.Wavelet-based Approach for StructuralDamage Detection[J].Journal of Engineering Mechan-ics,ASCE,2000,126(7):677-683.
[13]Hou Z and Nonri M.Wavelet-based Approach for ASCEStructural Health Monitoring Benchmark Studies[A].Proceedings of the 3rd International Workshop on Struc-tural Health Monitoring[C],Stanford University,Stan-ford,CA,2001,12-14.
[14]Corbin M,Hera A,Hou Z.Locating Damage RegionsUsing Wavelet Approach[A].Proceedings of The 14thEngineering Mechanics Conference[C].Austin,Texas,May 21-24,2000.
[15]Hera A,Hou Z.Application of Wavelet Approach forASCE Structural Health Monitoring Benchmark Studies[J].ASCE Journal of Engineering Mechanics,2004,130(1):96-104.
[16]Hani Melhem,Hansang Kim.Damage Detection in Con-crete by Fourier and Wavelet Analysis[J].Journal ofEngineering Mechanics,2003,129(5):571-577.
[17]K.M.Liew,Q.Wang.Application of Wavelet Theory forCrack Identification in Structure[J].Journal of Engi-neering Mechanics,ASCE,1998,124(2):152-157.
[18]Q.Wang,X.M.Deng,Damage Detection with SpatialWavelets[J].Iternational Journal of Solids and Struc-tures,1999,36:3443-3468.
[19]A.V.Ovanesove,L.E.Suarez,Application of WaveletTransforms to Damage Detection in Frame Structures[J].Engineering Structures,2004,26:39-49.
[20]S.Pataias,W.J.Staszewski.Damage Detection UsingOptical Measurements and Wavelets[J].SHM,2002,I(1):5-22.
[21]李洪泉,懂亮,吕西林.基于小波变换的结构损伤识别与实验分析[J].土木工程学报,2003,36(5):52-57.
[22]唐和生,薛松涛,陈镕,王远功.基于小波变换在线结构损伤检测分析研究[J].固体力学学报,2004,25(1):47-52.
[23]郭健,孙炳楠.基于小波变换的桥梁健康监测多尺度分析[J].浙江大学学报(工学版),2005,39(1):114-118.
[24]宁佐贵,王雄祥,朱长春.小波分析方法在结构损伤检测中的应用研究[J].中国核科技报告,2002,00:11-22.
[25]Hong JC,Kim YY,Lee HC,Y W Lee.Damage Detec-tion Using the Lipschitz Exponent Estimated by theWavelet Transform Applications to Vibration Modes of aBeam[J].International Journal of Solids and Struc-tures,2002,39:1803-1816.
[26]任宜春,易伟建.基于小波分析的梁裂缝识别研究[J].计算力学学报,2005,22(4):399-404.
[27]孙增寿,韩建刚,任伟新.基于曲率模态和小波变换的结构损伤位置识别[J].地震工程与工程振动,2005,25(4):44-49.
[28]Yen G G,Lin K C.Wavelet Packet Feature Extractionfor Vibration Monitoring[J].IEEE Trans.Ind.Elec-tron,2000,47(3):650-667.
[29]Yan Y J,Yam L H.Detection of Delamination Damagein Composite Plates Using Energy Spectrum of StructuralDynamic Responses Decomposed by Wavelet Analysis[J].Computers and structures,2004,82:347-358.
[30]丁幼亮,李爱群,韩晓林.基于小波包分析的结构实时损伤报警数值研究[J].东南大学学报(自然科学版),2003,33(5):643-646.
[31]张兆德.基于小波变换的海洋平台损伤检测研究[D].上海:上海交通大学博士学位论文,2004,127-136.
[32]韩建刚,任伟新,孙增寿.结构损伤识别的小波包分析试验研究[J].振动与冲击,2006,25(1):47-50.
[33]邱颖,任青文,叶海靖.基于小波变幻与神经网络的结构损伤检测[J].河海大学学报(自然科学版),2004,32(3):295-299.
[34]Sun Z,Chang C C,Structural Damage AssessmentBased on Wavelet Packet Transform[J].Journal ofStructural Engineering,ASCE,2002,128(10):1354-1361.
[35]Yam L H,Yan Y J,Jiang J S.Vibration-based DamageDetection for Composite Structures using Wavelet Trans-form and Neural Network Identification[J].CompositeStructures,2003,60:403-412.
[36]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.
[37]杜永峰,陈文元.小波分析与神经网络在结构损伤监测中的应用[J].兰州理工大学学报,2005,31(5):121-124.
[38]Qinghua Zhang and Albert Benveniste.Wavelet Net-works[J].IEEE Trans.-on Neural Networks,1992,3(6):889-898.
[39]Zhang Jun,Gilbert G Walter,Yubo Miao and Wan NgaiWayne Lee.Wavelet Neural Networks for FunctionLearning[J].IEEE Trans on Signal Processing,1995,43(6):1485-1497.
[40]CJA Tollig and AJ Hoffman.Wavelet Neural Network forClassification of Transient Signals[J].IEEE,1997:161-166.
[41]赵学智,陈文戈,林颖,陈统坚.基于自适应小波神经网络的故障分类[J].振动、测试与诊断,2001,21(1):21-25.
[42]彭鸽,袁慎芳.复合材料结构损伤的小波神经网络辨识研究[J].宇航学报,2005,26(5):625-629.
[43]姜绍飞,张帅,杨晓楠.自适应小波概率神经网络损伤识别方法[J].沈阳建筑大学学报(自然科学版),2006,22(1):45-48.
[2]胡昌华,等.基于MatLab 6.x的系统分析与设计-小波分析[M].西安:西安电子科技大学出版社,2004.
[3]马玉华.小波变换与工程应用[M].北京:科学出版社,2001.
[4]李宏男,孙鸿敏.小波分析在土木工程领域中的应用[J].世界地震工程,2003,19(2):16-22.
[5]Sun Z,Chang C C.Structural Damage AssessmentBased on Wavelet Packet Transform[J].Journal ofStructure Engineering,ASCE,2002,128(10):1354-1361.
[6]Haase M,Widjajakusuma J.Damage IdentificationBased on Ridges and Maxima Lines of the WaveletTransform[J].International Journal of Engineering Sci-ence,2003,41:1423-1443.
[7]李国强,李杰.工程结构动力检测理论与应用[M].北京:科学出版社,2002.
[8]姜绍飞.基于神经网络的结构优化与损伤检测[M].北京:科学出版社,2002.
[9]马宏伟,杨桂通.结构损伤探测的基本方法和研究进展[J].力学进展,1999,29(4):513-527.
[10]Hansang Kim,Hani Melhem.Damage Detection ofStructures by Wavelet Analysis[J].Engineering Struc-tures,2004,26:347-362.
[11]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003,36(5):105-110.
[12]Hou Z,Noori M.Wavelet-based Approach for StructuralDamage Detection[J].Journal of Engineering Mechan-ics,ASCE,2000,126(7):677-683.
[13]Hou Z and Nonri M.Wavelet-based Approach for ASCEStructural Health Monitoring Benchmark Studies[A].Proceedings of the 3rd International Workshop on Struc-tural Health Monitoring[C],Stanford University,Stan-ford,CA,2001,12-14.
[14]Corbin M,Hera A,Hou Z.Locating Damage RegionsUsing Wavelet Approach[A].Proceedings of The 14thEngineering Mechanics Conference[C].Austin,Texas,May 21-24,2000.
[15]Hera A,Hou Z.Application of Wavelet Approach forASCE Structural Health Monitoring Benchmark Studies[J].ASCE Journal of Engineering Mechanics,2004,130(1):96-104.
[16]Hani Melhem,Hansang Kim.Damage Detection in Con-crete by Fourier and Wavelet Analysis[J].Journal ofEngineering Mechanics,2003,129(5):571-577.
[17]K.M.Liew,Q.Wang.Application of Wavelet Theory forCrack Identification in Structure[J].Journal of Engi-neering Mechanics,ASCE,1998,124(2):152-157.
[18]Q.Wang,X.M.Deng,Damage Detection with SpatialWavelets[J].Iternational Journal of Solids and Struc-tures,1999,36:3443-3468.
[19]A.V.Ovanesove,L.E.Suarez,Application of WaveletTransforms to Damage Detection in Frame Structures[J].Engineering Structures,2004,26:39-49.
[20]S.Pataias,W.J.Staszewski.Damage Detection UsingOptical Measurements and Wavelets[J].SHM,2002,I(1):5-22.
[21]李洪泉,懂亮,吕西林.基于小波变换的结构损伤识别与实验分析[J].土木工程学报,2003,36(5):52-57.
[22]唐和生,薛松涛,陈镕,王远功.基于小波变换在线结构损伤检测分析研究[J].固体力学学报,2004,25(1):47-52.
[23]郭健,孙炳楠.基于小波变换的桥梁健康监测多尺度分析[J].浙江大学学报(工学版),2005,39(1):114-118.
[24]宁佐贵,王雄祥,朱长春.小波分析方法在结构损伤检测中的应用研究[J].中国核科技报告,2002,00:11-22.
[25]Hong JC,Kim YY,Lee HC,Y W Lee.Damage Detec-tion Using the Lipschitz Exponent Estimated by theWavelet Transform Applications to Vibration Modes of aBeam[J].International Journal of Solids and Struc-tures,2002,39:1803-1816.
[26]任宜春,易伟建.基于小波分析的梁裂缝识别研究[J].计算力学学报,2005,22(4):399-404.
[27]孙增寿,韩建刚,任伟新.基于曲率模态和小波变换的结构损伤位置识别[J].地震工程与工程振动,2005,25(4):44-49.
[28]Yen G G,Lin K C.Wavelet Packet Feature Extractionfor Vibration Monitoring[J].IEEE Trans.Ind.Elec-tron,2000,47(3):650-667.
[29]Yan Y J,Yam L H.Detection of Delamination Damagein Composite Plates Using Energy Spectrum of StructuralDynamic Responses Decomposed by Wavelet Analysis[J].Computers and structures,2004,82:347-358.
[30]丁幼亮,李爱群,韩晓林.基于小波包分析的结构实时损伤报警数值研究[J].东南大学学报(自然科学版),2003,33(5):643-646.
[31]张兆德.基于小波变换的海洋平台损伤检测研究[D].上海:上海交通大学博士学位论文,2004,127-136.
[32]韩建刚,任伟新,孙增寿.结构损伤识别的小波包分析试验研究[J].振动与冲击,2006,25(1):47-50.
[33]邱颖,任青文,叶海靖.基于小波变幻与神经网络的结构损伤检测[J].河海大学学报(自然科学版),2004,32(3):295-299.
[34]Sun Z,Chang C C,Structural Damage AssessmentBased on Wavelet Packet Transform[J].Journal ofStructural Engineering,ASCE,2002,128(10):1354-1361.
[35]Yam L H,Yan Y J,Jiang J S.Vibration-based DamageDetection for Composite Structures using Wavelet Trans-form and Neural Network Identification[J].CompositeStructures,2003,60:403-412.
[36]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.
[37]杜永峰,陈文元.小波分析与神经网络在结构损伤监测中的应用[J].兰州理工大学学报,2005,31(5):121-124.
[38]Qinghua Zhang and Albert Benveniste.Wavelet Net-works[J].IEEE Trans.-on Neural Networks,1992,3(6):889-898.
[39]Zhang Jun,Gilbert G Walter,Yubo Miao and Wan NgaiWayne Lee.Wavelet Neural Networks for FunctionLearning[J].IEEE Trans on Signal Processing,1995,43(6):1485-1497.
[40]CJA Tollig and AJ Hoffman.Wavelet Neural Network forClassification of Transient Signals[J].IEEE,1997:161-166.
[41]赵学智,陈文戈,林颖,陈统坚.基于自适应小波神经网络的故障分类[J].振动、测试与诊断,2001,21(1):21-25.
[42]彭鸽,袁慎芳.复合材料结构损伤的小波神经网络辨识研究[J].宇航学报,2005,26(5):625-629.
[43]姜绍飞,张帅,杨晓楠.自适应小波概率神经网络损伤识别方法[J].沈阳建筑大学学报(自然科学版),2006,22(1):45-48.
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