高桩码头基桩动力损伤诊断方法研究综述
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摘要
文章对传统的基桩检测的主要方法及其存在的局限性进行了综述,并对可能用于基桩损伤诊断的模态参数法、基于频响函数变化的损伤诊断法、模型修正法、神经网络法、遗传算法、小波分析法、残余力向量法进行探讨。最后对基桩损伤诊断领域的一些研究方向进行了展望。
The traditional pile foundation inspection methods and their limitations were reviewed in this paper,and some potential methods for foundation pile damage diagnosis were discussed,such as modal parameters,the change of frequency response function,model modification,neural network,genetic algorithm,wavelet analysis and residual force vector.Finally,the pile research directions based on dynamic damage diagnosis were proposed.
The traditional pile foundation inspection methods and their limitations were reviewed in this paper,and some potential methods for foundation pile damage diagnosis were discussed,such as modal parameters,the change of frequency response function,model modification,neural network,genetic algorithm,wavelet analysis and residual force vector.Finally,the pile research directions based on dynamic damage diagnosis were proposed.
引文
[1]黄勇.基桩动力检测的问题及改进方向[J].地震工程与工程振动,2007,27(5):146-150.HUANG Y.Problem and improvement in pile dynamic testing[J].Earthquake Engineering and Engineering Vibration,2007,27(5):146-150.
[2]李德庆.桩基动力检测技术在我国的发展[C]//中国无损检测学会.全国基桩无损检测及岩土工程新技术研讨会论文集.乌鲁木齐:新疆交通科学研究院,2006.
[3]毕华军.应力波反射法在桩基检测中的应用研究[D].济南:山东大学,2007.
[4]Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibration,1994,154:321-322.
[5]Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169:1-17.
[6]尹娟,郭秀文.基于柔度改变的连续梁桥损伤诊断研究[J].华东公路,2001(3):25-27.YI J,GUO X W.Research of damage detection on the continuous beam bridge based on changed flexibility[J].East China Highway,2001(3):25-27.
[7]Raghavendrachar M,Aktan A E.Flexibility by multireference impact testing for bridge diagnostics[J].Journal of StructuralEngineering,1992,118:186-203.
[8]Stubbs N,Osegueda R.Global non-destructive damage evaluation in solids-experimental vertification[J].International Journal ofAnalytical and Experimental Model Analysis,1990:81-97.
[9]Cornwell P,Doebling S W,Farrar C R.Application of the strain energy damage detection method to platelike structure[J].Journalof Sound and Vibration,1999,224(2):359-374.
[10]杨和振,李华军,黄维平.基于动力响应测试的海洋平台结构损伤诊断[C]//中国力学学会.第十二届全国结构工程学术会议论文集第Ⅲ册.北京:清华大学出版社,2003.
[11]Maia N M.Location of damage using curvature of the frequency response functions[C]//Alfred L Wicks.Proceedings of 15th IAMC.Florida:Society for Experimental Mechanics,1997.
[12]Monaco E.Nondestructive technique based on Vibrations measurements and piezoelectric patches array for monitoring corrosionphenomena[R].San Diego:NDE for health monitoring and diagnostic,2002.
[13]Ma J.Detecting multiple damages in a civil structure mode[l R].San Diego:Smart structures and materials,2002.
[14]Kim H Y.Vibration-Based Damage identification using reconstructed FRFS in composite structure[J].Journal of Sound and Vibration,2003,259(5):1 131-1 146.
[15]Kim H M,Bartkowicz T J.A two-step structural damage detection approach with limited instrumentation[J].Journal of Vibrationand Acoustics,1997,119(2):258-264.
[16]王柏生,倪一清.青马大桥桥板结构损伤位置识别的数值模拟[J].土木工程学报,2001,34(3):67-72.WANG B S,NI Y Q.Numerical study of damage localization for Tsing Ma bridge deck[J].China Civil Engineering Journal,2001,34(3):67-72.
[17]王中东,夏熙梅.基于剩余模态力分析方法的结构损伤识别[J].吉林工业大学自然科学学报,1999,29(3):61-66.WANG Z D,XIA X M.Structural Damage Detection Based on the Method of the Residual Modal Forces Analysis[J].Journal ofJilin University:Engineering and Technology Edition,1999,29(3):61-66.
[18]张启伟,史家钧,项海帆.大型桥梁结构损伤识别方法研究[J].上海市政工程,1998(2):1-8.ZHANG Q W,SHI J J,XIANG H F.Large bridge structure damage identification method research[J].Shanghai Municipal Engin-eering,1998(2):1-8.
[19]张启伟,范立础.利用动静力测量数据的桥梁结构损伤识别[J].同济大学学报,1998,26(5):528-532.ZHANG Q W,FAN L C.Damage Detection for Bridge Structures Based on Dynamic and Static Measurements[J].Journal of TongjiUniversity:Natural Science,1998,26(5):528-532.
[20]高赞明,孙宗光,倪一清.基于振动方法的汲水门大桥损伤检测研究[J].地震工程与工程振动,2001,21(4):117-124.GAO Z M,SUN Z G,NI Y Q.Simulation of damage identification using vibration-based method for Kap Shui Mun Bridge[J].Journal of Earthquake Engineering and Engineering Vibration,2001,21(4):117-124.
[21]Ko J M,NI Y Q,ZHOU X T,et al.Advances in Structural Dynamics[M].USA:Elsevier,2000.
[22]易伟健,刘霞.结构损伤诊断的遗传算法研究[J].系统工程理论与实践,2001,21(5):114-118.YI W J,LIU X.Damage Identification of Beam Structures Using Genetic Algorithm[J].Systems Engineering-theory&Practice,2001,21(5):114-118.
[23]徐洪钟,吴中如.基于小波分析的大坝观测数据异常值检测[J].水电能源科学,2002,20(4):20-21.XU H Z,WU Z R.Outliers Detecting of Dam Observation Data Based on Wavelet Analysis[J].Hydroelectric Energy,2002,20(4):20-21.
[24]Robertson A N,Park K C,Alvin K F.Identification of structural dynamics models using wavelet-generated impulse response data[J].Vibr Acoust,1998,120:261-266.
[25]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.LI H N,SUN H M.Damage diagnosis of framework structure based on wavelet packet analysis and neural network[J].EarthquakeEngineering and Engineering Vibration,2003,23(5):141-148.
[26]Hou Z,Noori M.Wavelet-Based Approach for ASCE Structural Health Monitoring Benchmark Studies[C]//Fu-Kuo Chang.Proceedingsof the 3rd International Workshop on Structural Health Monitoring.Stanford:Stanford University,2001.
[27]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibratory residual forces and weighted sensitivity[J].AIAA,1992,30(9):2 310-2 316.
[28]袁颖.基于残余力向量法和改进遗传算法的结构损伤识别研究[J].计算力学学报,2007,24(2):224-230.YUAN Y.Study on structural damage identification based on residual force method and improved genetic algorithm[J].ChineseJournal of Computational Mechanics,2007,24(2):224-230.
[2]李德庆.桩基动力检测技术在我国的发展[C]//中国无损检测学会.全国基桩无损检测及岩土工程新技术研讨会论文集.乌鲁木齐:新疆交通科学研究院,2006.
[3]毕华军.应力波反射法在桩基检测中的应用研究[D].济南:山东大学,2007.
[4]Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibration,1994,154:321-322.
[5]Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169:1-17.
[6]尹娟,郭秀文.基于柔度改变的连续梁桥损伤诊断研究[J].华东公路,2001(3):25-27.YI J,GUO X W.Research of damage detection on the continuous beam bridge based on changed flexibility[J].East China Highway,2001(3):25-27.
[7]Raghavendrachar M,Aktan A E.Flexibility by multireference impact testing for bridge diagnostics[J].Journal of StructuralEngineering,1992,118:186-203.
[8]Stubbs N,Osegueda R.Global non-destructive damage evaluation in solids-experimental vertification[J].International Journal ofAnalytical and Experimental Model Analysis,1990:81-97.
[9]Cornwell P,Doebling S W,Farrar C R.Application of the strain energy damage detection method to platelike structure[J].Journalof Sound and Vibration,1999,224(2):359-374.
[10]杨和振,李华军,黄维平.基于动力响应测试的海洋平台结构损伤诊断[C]//中国力学学会.第十二届全国结构工程学术会议论文集第Ⅲ册.北京:清华大学出版社,2003.
[11]Maia N M.Location of damage using curvature of the frequency response functions[C]//Alfred L Wicks.Proceedings of 15th IAMC.Florida:Society for Experimental Mechanics,1997.
[12]Monaco E.Nondestructive technique based on Vibrations measurements and piezoelectric patches array for monitoring corrosionphenomena[R].San Diego:NDE for health monitoring and diagnostic,2002.
[13]Ma J.Detecting multiple damages in a civil structure mode[l R].San Diego:Smart structures and materials,2002.
[14]Kim H Y.Vibration-Based Damage identification using reconstructed FRFS in composite structure[J].Journal of Sound and Vibration,2003,259(5):1 131-1 146.
[15]Kim H M,Bartkowicz T J.A two-step structural damage detection approach with limited instrumentation[J].Journal of Vibrationand Acoustics,1997,119(2):258-264.
[16]王柏生,倪一清.青马大桥桥板结构损伤位置识别的数值模拟[J].土木工程学报,2001,34(3):67-72.WANG B S,NI Y Q.Numerical study of damage localization for Tsing Ma bridge deck[J].China Civil Engineering Journal,2001,34(3):67-72.
[17]王中东,夏熙梅.基于剩余模态力分析方法的结构损伤识别[J].吉林工业大学自然科学学报,1999,29(3):61-66.WANG Z D,XIA X M.Structural Damage Detection Based on the Method of the Residual Modal Forces Analysis[J].Journal ofJilin University:Engineering and Technology Edition,1999,29(3):61-66.
[18]张启伟,史家钧,项海帆.大型桥梁结构损伤识别方法研究[J].上海市政工程,1998(2):1-8.ZHANG Q W,SHI J J,XIANG H F.Large bridge structure damage identification method research[J].Shanghai Municipal Engin-eering,1998(2):1-8.
[19]张启伟,范立础.利用动静力测量数据的桥梁结构损伤识别[J].同济大学学报,1998,26(5):528-532.ZHANG Q W,FAN L C.Damage Detection for Bridge Structures Based on Dynamic and Static Measurements[J].Journal of TongjiUniversity:Natural Science,1998,26(5):528-532.
[20]高赞明,孙宗光,倪一清.基于振动方法的汲水门大桥损伤检测研究[J].地震工程与工程振动,2001,21(4):117-124.GAO Z M,SUN Z G,NI Y Q.Simulation of damage identification using vibration-based method for Kap Shui Mun Bridge[J].Journal of Earthquake Engineering and Engineering Vibration,2001,21(4):117-124.
[21]Ko J M,NI Y Q,ZHOU X T,et al.Advances in Structural Dynamics[M].USA:Elsevier,2000.
[22]易伟健,刘霞.结构损伤诊断的遗传算法研究[J].系统工程理论与实践,2001,21(5):114-118.YI W J,LIU X.Damage Identification of Beam Structures Using Genetic Algorithm[J].Systems Engineering-theory&Practice,2001,21(5):114-118.
[23]徐洪钟,吴中如.基于小波分析的大坝观测数据异常值检测[J].水电能源科学,2002,20(4):20-21.XU H Z,WU Z R.Outliers Detecting of Dam Observation Data Based on Wavelet Analysis[J].Hydroelectric Energy,2002,20(4):20-21.
[24]Robertson A N,Park K C,Alvin K F.Identification of structural dynamics models using wavelet-generated impulse response data[J].Vibr Acoust,1998,120:261-266.
[25]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.LI H N,SUN H M.Damage diagnosis of framework structure based on wavelet packet analysis and neural network[J].EarthquakeEngineering and Engineering Vibration,2003,23(5):141-148.
[26]Hou Z,Noori M.Wavelet-Based Approach for ASCE Structural Health Monitoring Benchmark Studies[C]//Fu-Kuo Chang.Proceedingsof the 3rd International Workshop on Structural Health Monitoring.Stanford:Stanford University,2001.
[27]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibratory residual forces and weighted sensitivity[J].AIAA,1992,30(9):2 310-2 316.
[28]袁颖.基于残余力向量法和改进遗传算法的结构损伤识别研究[J].计算力学学报,2007,24(2):224-230.YUAN Y.Study on structural damage identification based on residual force method and improved genetic algorithm[J].ChineseJournal of Computational Mechanics,2007,24(2):224-230.
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