结构损伤诊断技术的研究和发展趋势
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摘要
综述了近几年来工程结构损伤诊断技术的研究应用 ,对工程结构损伤诊断的各种方法进行了评述 ,讨论了各种方法在理论上和实际应用中存在的问题 .根据国内外最新文献 ,推测工程结构损伤诊断的发展趋势
Application research of structural damage diagnosis methods over the last few years are summarized and discussed.The paper provides a review and basic ideas of the methods and pointsoutsome questions to be solved in theory and practice applications. The issues for future research in the area of structural damage diagnosis are also presented on the basis of the current literatures athome and abroad.
Application research of structural damage diagnosis methods over the last few years are summarized and discussed.The paper provides a review and basic ideas of the methods and pointsoutsome questions to be solved in theory and practice applications. The issues for future research in the area of structural damage diagnosis are also presented on the basis of the current literatures athome and abroad.
引文
[1] 郭国会.桥梁结构动力损伤诊断方法研究[D],长沙:湖南大学,2001.
[2] 李雪艳等.结构损伤识别方法综述[C].第七届全国声动理论及应用学术会议论文集,广东,佛山,1999.
[3] 李国强,李 杰,李炳生.高层建筑检测方法、研究与应用[J].振动、测试与诊断,1998,(6):91-92.
[4] CawleyP.The location of defects in strucresfrom measurements of natural frequencies[J].JournalStrainAnalysis,1979,14(2).
[5] AdamasR D.A vibration technique for nondestructively assign the integrity of structures[J].Journal ofMechanicalEngineeringScience,1978,20(2).
[6] SalawuO S.Detection of structuraldamage through changesin frequency[J].A review,Eng.Struct.,1997,19(9):718-723.
[7] DoeblingS W.A summary review of vibration-based damage identification methods[J].TheShock andVibrationDigest,March,1998,92-105.
[8] AllemanyR Jetal.A correlation coefficientformodalvectoranalysis[J].Proceedings of theFirstIMAC,1982,110-116.
[9] WollfT et al.Fault detection in structures from changes in their modal parameters[J].Proceedings of7thIMAC,1989,87-94.
[10] PandeyA K.Damage detection from changes in curvature mode shapes[J].Journal ofSound andVibration,1992,145(2):321-332.
[11] SalawnO S et al.Damage location using vibration mode shapes[J].Proceedingsof12 thIMAC,1994,933-939.
[12] PandeyA K etal.Damage detection in structures using changes in flexibility[J].Journal ofSound andVibration.1994,169(1):3-7.
[13] HeJ.Analytical stiffness matrix correction using measured vibration modes[J].NodalAnalysis,1986,1(3):9-14.
[14] GysinH P et al.Structural design sensitivity analysis with generalized global stiffness and mass matrices[J]AIAAJ,1984,22(9):1299-1303.
[15] ParkY S.Weight-error-matrix application to detect stiffness damage-characteristic measurement[J].ModalAnalysis,1988,3(3):101-107
[16] LiangZ.On detection of damage location of bridges[J].ProceedingsofIMAC,1996,308-312.
[17] SamerH.Damage detection using vibration measurements[J].Proceedings of15 thIMAC,Florida,1997,113-116.
[18] Jiann-ShiumLew.Using transferfunction parameter changesfordamagedetection of structures[J]AIAA Journal,1995,33(11):2189-2193.
[19] DavidC,Zimmerman etal.Structural damage detection using frequency response function[J].Proceedings of13 thIMAC,1995,179-184.
[20] MaiaN M M.Location of damage using curvature of the frequency response functions[J].Proceedings of15 thIMAC,Florida,1997,942-946.
[21] MarkJS et al.Detecting structural damage using transmittance function[J].Proceedings of15 thIMAC,Florida,1997,638-644.
[22] TrendfiloveI et al.Two statistical pattern recognition methods for damage localization[J].Proceedings of17thIMAC,,1999,1380-1386.
[23] HermansL et al.Health monitoring and detection of a fatigue problem of a sports car[C].Proceedings of15 thIMAC,1999,42-48.
[24] HoonSohn.A baysian probabilistic approach for structural damage detection[J].EarthquakeEngineering andStructuralDynamics,1997,1259-1281.
[25] VanicM W.A baysian probabilistic approach to structuralhealth monitoring[J].Proceedingsof17thIMAC,1999,342-348.
[26] HoonSohn et al.Continuous structural health monitoring using statistical process control[C].Proceedings of18thIMAC,2000,660-667
[27] CawleyP,AdamsE P.TheLocation ofDefects inStructures fromMeasures ofNatural[J].Journal of strainAnlysis,1979,14(2).
[28] 易伟健,王济川.钢筋砼梁动力刚度与破损评估研究[D].长沙;湖南大学土木工程系,1995.
[29] 邵旭东,砼桥粱承载能力评定的理论与应用[D].长沙:湖南大学,1991.
[30] 周先雁,沈蒲生,易伟健.砼平面体系结构破损评估理沦及试验研究[J],湖南大学学报,1992,22(4).
[31] 苏文彬,钢筋砼连续粱的振动特性与破损评估研究[D].长沙:湖南大学,1995.
[32] TsouP etal.Structural damage detection using neural network[J].AIAA Journal.1994,32(1):176-183.
[33] 瞿伟廉,陈 伟.多层及高层框架结构地震损伤诊断的神经网络方法[J].地震工程与工程振动,2002,22(1)
[2] 李雪艳等.结构损伤识别方法综述[C].第七届全国声动理论及应用学术会议论文集,广东,佛山,1999.
[3] 李国强,李 杰,李炳生.高层建筑检测方法、研究与应用[J].振动、测试与诊断,1998,(6):91-92.
[4] CawleyP.The location of defects in strucresfrom measurements of natural frequencies[J].JournalStrainAnalysis,1979,14(2).
[5] AdamasR D.A vibration technique for nondestructively assign the integrity of structures[J].Journal ofMechanicalEngineeringScience,1978,20(2).
[6] SalawuO S.Detection of structuraldamage through changesin frequency[J].A review,Eng.Struct.,1997,19(9):718-723.
[7] DoeblingS W.A summary review of vibration-based damage identification methods[J].TheShock andVibrationDigest,March,1998,92-105.
[8] AllemanyR Jetal.A correlation coefficientformodalvectoranalysis[J].Proceedings of theFirstIMAC,1982,110-116.
[9] WollfT et al.Fault detection in structures from changes in their modal parameters[J].Proceedings of7thIMAC,1989,87-94.
[10] PandeyA K.Damage detection from changes in curvature mode shapes[J].Journal ofSound andVibration,1992,145(2):321-332.
[11] SalawnO S et al.Damage location using vibration mode shapes[J].Proceedingsof12 thIMAC,1994,933-939.
[12] PandeyA K etal.Damage detection in structures using changes in flexibility[J].Journal ofSound andVibration.1994,169(1):3-7.
[13] HeJ.Analytical stiffness matrix correction using measured vibration modes[J].NodalAnalysis,1986,1(3):9-14.
[14] GysinH P et al.Structural design sensitivity analysis with generalized global stiffness and mass matrices[J]AIAAJ,1984,22(9):1299-1303.
[15] ParkY S.Weight-error-matrix application to detect stiffness damage-characteristic measurement[J].ModalAnalysis,1988,3(3):101-107
[16] LiangZ.On detection of damage location of bridges[J].ProceedingsofIMAC,1996,308-312.
[17] SamerH.Damage detection using vibration measurements[J].Proceedings of15 thIMAC,Florida,1997,113-116.
[18] Jiann-ShiumLew.Using transferfunction parameter changesfordamagedetection of structures[J]AIAA Journal,1995,33(11):2189-2193.
[19] DavidC,Zimmerman etal.Structural damage detection using frequency response function[J].Proceedings of13 thIMAC,1995,179-184.
[20] MaiaN M M.Location of damage using curvature of the frequency response functions[J].Proceedings of15 thIMAC,Florida,1997,942-946.
[21] MarkJS et al.Detecting structural damage using transmittance function[J].Proceedings of15 thIMAC,Florida,1997,638-644.
[22] TrendfiloveI et al.Two statistical pattern recognition methods for damage localization[J].Proceedings of17thIMAC,,1999,1380-1386.
[23] HermansL et al.Health monitoring and detection of a fatigue problem of a sports car[C].Proceedings of15 thIMAC,1999,42-48.
[24] HoonSohn.A baysian probabilistic approach for structural damage detection[J].EarthquakeEngineering andStructuralDynamics,1997,1259-1281.
[25] VanicM W.A baysian probabilistic approach to structuralhealth monitoring[J].Proceedingsof17thIMAC,1999,342-348.
[26] HoonSohn et al.Continuous structural health monitoring using statistical process control[C].Proceedings of18thIMAC,2000,660-667
[27] CawleyP,AdamsE P.TheLocation ofDefects inStructures fromMeasures ofNatural[J].Journal of strainAnlysis,1979,14(2).
[28] 易伟健,王济川.钢筋砼梁动力刚度与破损评估研究[D].长沙;湖南大学土木工程系,1995.
[29] 邵旭东,砼桥粱承载能力评定的理论与应用[D].长沙:湖南大学,1991.
[30] 周先雁,沈蒲生,易伟健.砼平面体系结构破损评估理沦及试验研究[J],湖南大学学报,1992,22(4).
[31] 苏文彬,钢筋砼连续粱的振动特性与破损评估研究[D].长沙:湖南大学,1995.
[32] TsouP etal.Structural damage detection using neural network[J].AIAA Journal.1994,32(1):176-183.
[33] 瞿伟廉,陈 伟.多层及高层框架结构地震损伤诊断的神经网络方法[J].地震工程与工程振动,2002,22(1)
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