土木工程结构损伤诊断方法的研究进展综述
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摘要
本文针对土木工程结构中现有的损伤诊断方法进行详尽论述,对现阶段方法进行归纳,总结出各种方法的优点和不足,并指出现有方法普遍不足,为土木工程结构损伤诊断方法的研究与实践提供依据和支持.
The existing damage diagnosis method of the civil engineering structure was elaborated,the present methods was induced and summarized merits and the insufficiencies,and existing method common insufficient was pointed out,provides the basis and the support for the civil engineering structure damage diagnosis method's research and the practice.
The existing damage diagnosis method of the civil engineering structure was elaborated,the present methods was induced and summarized merits and the insufficiencies,and existing method common insufficient was pointed out,provides the basis and the support for the civil engineering structure damage diagnosis method's research and the practice.
引文
[1]S W Doebling,et al.A summary review of vibration-based damage identification methods[J].The Shock and Vibration Digest,1998,30(2):91-105.
[2]R Ghanem,G Ferro.Health monitoring for strongly non-linear systems using the ensemble kalman filter[J].Structural Control and HealthMonitoring,2006,13:245-259.
[3]Feng Gao,Yong Lu.A Kalman-filter based time-domain analysis for structural damage diagnosis with noisy signals[J].Journal of Sound andVibration,2006,297:916–930.
[4]张立涛,李兆霞,费庆国.基于加速度时域信息的结构损伤识别方法研究[J].振动与冲击,2007,26(9):138-141.
[5]杨和振,李华军.互谱能量法在激励力未知条件下对结构的诊伤研究[J].振动与冲击,2006,25(6):112-116.
[6]Samman M M.Vibration testing for nondestructive evaluation of bridges[J].Journal of Structural Engineering,1994,120(1):269-300.
[7]S-E Fang,R Perera Power mode shapes for early damage detection in linear structures[J].Journal of Sound and Vibration,2009,324(2):40-56.
[8]郭健,孙炳楠.多尺度结构动力方程及其在损伤识别中的应用[J].浙江大学学报(工学版),2006,40(4):654-657.
[9]廖锦翔,袁明武.结构裂缝群的小波方法识别和数值模拟[J].华南理工大学学报(自然科学版),2005,33(2):75-78.
[10]Salawu O S.Detection of structural damage through changes in frenquency:a review[J].Engineering Structures1,997,19(9):718-723.
[11]Stubbs N,Broome T H,Osegueda R.Nondestructive Construction Error Detection in Large Space Structures[J].AIAA Journal,1990,28(1):146-152.
[12]Jeong-Tae Kim,Yeon-Sun Ryu,Hyun-Man Cho,Norris Stubbs.Damage identification in beam-type structures:frequency-basedmethod vs.modeshape-based method[J],Engineering Structures,2003(25):57-67.
[13]Fox C HJ.The Location of Defects in Structures:A Comparison of the Use of Natural Frequency and Mode Shape Data[C].Proceedings of the10th International Modal Analysis Conference,1992.
[14]Ko J M,Wong C W,Lam H F.Damage Detection in Steel Framed Structures by Vibration Measurement Approach[C].Proceedings of 12thInternational Modal Analysis Conference1,994.
[15]Salawu O S,Williams C.Bridge Assessment Using Forced Vibration Testing[J].Journal of Structural Engineering.ASCE 1995,121(2):161-173.
[16]Pandey M B,Samman M.Damage Detection from Changes in Curvature Mode Shapes[J].Journal of Sound and Vibration.1991,145(2):321-332.
[17]邓焱,严普强.梁及桥梁应变模态与损伤测量的新方法[J].清华大学学报(自然科学版),20004,0(11):123-127.
[18]常军.曲率模态识别桁架结构的损伤位置方法研究[J].昆明理工大学学报(理工版),2005,30(6):85-87.
[19]荆龙江,项贻强.基于柔度矩阵法的大跨度斜拉桥主梁的损伤识别[J].浙江大学学报(工学版),20084,2(1):164-169.
[20]曹晖,张新亮,李英民.利用模态柔度曲率差识别框架的损伤[J].振动与冲击,2007,26(6):116-124.
[21]宗周红,D Z Huang,T L Wang.钢-混凝土组合桥损伤诊断[J].土木工程学报,2004,37(5):59-64.
[22]Stubbs N,Kim J T,Farrar C R.Field Verification of a Nondestructive Damage Localization and Sensitivity Estimator Algorithm[C].Proceed-ings of the 13th International Modal Analysis Conference,1995.
[23]Cornwell P J,Doebling S W,Farrar C R.Application of the Strain Energy Damage Detection Method to Plate-Like Structures[J].Journalof Sound and Vibration,1999,224(2):359-374.
[24]史治宇,吕令毅.由模态应变能诊断结构破损的实验研究[J].东南大学学报,1999,29(2)134-138.
[25]范立础,范立础,袁万城,张启伟,等.悬索桥结构基于敏感性分析的动力模型修正[J].土木工程学报,2000,33(1):9-14.
[26]张启伟.基于环境振动测量值的悬索桥结构动力模型修正[J].振动工程学报,2002,15(1):74-78.
[27]丁幼亮,李爱群,韩晓林,缪长青,汪永兰.润扬大桥斜拉桥结构安全评估的有限元建模与修正[J].东南大学学报(自然科学版),20063,6(1):92-96.
[28]丁幼亮,李爱群,缪长青,韩晓林.大跨桥梁结构损伤诊断与安全评估的多尺度有限元模拟研究[J].地震工程与工程振动,2006,26(2):66-72.
[2]R Ghanem,G Ferro.Health monitoring for strongly non-linear systems using the ensemble kalman filter[J].Structural Control and HealthMonitoring,2006,13:245-259.
[3]Feng Gao,Yong Lu.A Kalman-filter based time-domain analysis for structural damage diagnosis with noisy signals[J].Journal of Sound andVibration,2006,297:916–930.
[4]张立涛,李兆霞,费庆国.基于加速度时域信息的结构损伤识别方法研究[J].振动与冲击,2007,26(9):138-141.
[5]杨和振,李华军.互谱能量法在激励力未知条件下对结构的诊伤研究[J].振动与冲击,2006,25(6):112-116.
[6]Samman M M.Vibration testing for nondestructive evaluation of bridges[J].Journal of Structural Engineering,1994,120(1):269-300.
[7]S-E Fang,R Perera Power mode shapes for early damage detection in linear structures[J].Journal of Sound and Vibration,2009,324(2):40-56.
[8]郭健,孙炳楠.多尺度结构动力方程及其在损伤识别中的应用[J].浙江大学学报(工学版),2006,40(4):654-657.
[9]廖锦翔,袁明武.结构裂缝群的小波方法识别和数值模拟[J].华南理工大学学报(自然科学版),2005,33(2):75-78.
[10]Salawu O S.Detection of structural damage through changes in frenquency:a review[J].Engineering Structures1,997,19(9):718-723.
[11]Stubbs N,Broome T H,Osegueda R.Nondestructive Construction Error Detection in Large Space Structures[J].AIAA Journal,1990,28(1):146-152.
[12]Jeong-Tae Kim,Yeon-Sun Ryu,Hyun-Man Cho,Norris Stubbs.Damage identification in beam-type structures:frequency-basedmethod vs.modeshape-based method[J],Engineering Structures,2003(25):57-67.
[13]Fox C HJ.The Location of Defects in Structures:A Comparison of the Use of Natural Frequency and Mode Shape Data[C].Proceedings of the10th International Modal Analysis Conference,1992.
[14]Ko J M,Wong C W,Lam H F.Damage Detection in Steel Framed Structures by Vibration Measurement Approach[C].Proceedings of 12thInternational Modal Analysis Conference1,994.
[15]Salawu O S,Williams C.Bridge Assessment Using Forced Vibration Testing[J].Journal of Structural Engineering.ASCE 1995,121(2):161-173.
[16]Pandey M B,Samman M.Damage Detection from Changes in Curvature Mode Shapes[J].Journal of Sound and Vibration.1991,145(2):321-332.
[17]邓焱,严普强.梁及桥梁应变模态与损伤测量的新方法[J].清华大学学报(自然科学版),20004,0(11):123-127.
[18]常军.曲率模态识别桁架结构的损伤位置方法研究[J].昆明理工大学学报(理工版),2005,30(6):85-87.
[19]荆龙江,项贻强.基于柔度矩阵法的大跨度斜拉桥主梁的损伤识别[J].浙江大学学报(工学版),20084,2(1):164-169.
[20]曹晖,张新亮,李英民.利用模态柔度曲率差识别框架的损伤[J].振动与冲击,2007,26(6):116-124.
[21]宗周红,D Z Huang,T L Wang.钢-混凝土组合桥损伤诊断[J].土木工程学报,2004,37(5):59-64.
[22]Stubbs N,Kim J T,Farrar C R.Field Verification of a Nondestructive Damage Localization and Sensitivity Estimator Algorithm[C].Proceed-ings of the 13th International Modal Analysis Conference,1995.
[23]Cornwell P J,Doebling S W,Farrar C R.Application of the Strain Energy Damage Detection Method to Plate-Like Structures[J].Journalof Sound and Vibration,1999,224(2):359-374.
[24]史治宇,吕令毅.由模态应变能诊断结构破损的实验研究[J].东南大学学报,1999,29(2)134-138.
[25]范立础,范立础,袁万城,张启伟,等.悬索桥结构基于敏感性分析的动力模型修正[J].土木工程学报,2000,33(1):9-14.
[26]张启伟.基于环境振动测量值的悬索桥结构动力模型修正[J].振动工程学报,2002,15(1):74-78.
[27]丁幼亮,李爱群,韩晓林,缪长青,汪永兰.润扬大桥斜拉桥结构安全评估的有限元建模与修正[J].东南大学学报(自然科学版),20063,6(1):92-96.
[28]丁幼亮,李爱群,缪长青,韩晓林.大跨桥梁结构损伤诊断与安全评估的多尺度有限元模拟研究[J].地震工程与工程振动,2006,26(2):66-72.
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