引文
[1]Lichtenstein A G.Silver bridge collapse recounted[J].Journal of Performance of Constructed Facilities,1993,7(4):249―261.
[2]Matsumoto M,Shirato H,Yagi T.Effects of aerodynamic interferences between heaving and torsional vibration of bridge decks:The case of Tacoma Narrows Bridge[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(12-15):1547―1557.
[3]Cho H N,Lim J K,Choi H H.Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge[J].Engineering Failure Analysis,2001,8(4):311―324.
[4]高怀志,王君杰.桥梁检测和状态评估研究与应用[J].世界地震工程,2000,16(2):57―64.Gao Huaizhi,Wang Junjie.A review of research and application of detective and evaluation technology for bridges[J].World Information on Earthquake Engineering,2000,16(2):57―64.(in Chinese)
[5]刘俊彦.綦江“彩虹桥”坍塌事件给我们的警示[Z].陕西档案,1999(4):28―29.Liu Junyan.Alerts from Qijiang“Rainbow Bridge”collapse event[Z].Shaanxi Archives,1999(4):28―29.(in Chinese)
[6]李宏男,伊廷华.结构防灾、监测与控制[M].北京:中国建筑工业出版社,2008.Li Hongnan,Yi Tinghua.Structural disaster prevention,monitoring and control[M].Beijing:China Building Industry Press,2008.(in Chinese)
[7]Housner G W,Bergman L A,Caughey T K.Structural control:Past,present,and future[J].Journal of Engineering Mechanics,1997,123(2):897―971.
[8]李爱群,丁幼亮.工程结构损伤预警理论及其应用[M].北京:科学出版社,2007.Li Aiqun,Ding Youliang.Damage alarming theory and applications of civil engineering structures[M].Beijing:Science Press,2007.(in Chinese)
[9]秦权.桥梁结构的健康监测[J].中国公路学报,2000,13(2):37―42.Qin Quan.Health monitoring of long-span bridges[J].China Journal of Highway and Transport,2000,13(2):37―42.(in Chinese)
[10]韩大建,王文东.基于振动的结构损伤识别方法的近期研究进展[J].华南理工大学学报(自然科学版),2003,31(1):91―96.Han Dajian,Wang Wendong.Overview of vibration-based damage identification methods[J].Journal of South China University of Technology(Natural Science),2003,31(1):91―96.(in Chinese)
[11]Bagchi A,Humar J,Xu H,Noman A S.Model-based damage identification in a continuous bridge using vibration data[J].Journal of Performance of Conctructed Facilities,ASCE,2010,24(2):148―158.
[12]Doebling S W,Farrar C R,Prime M B.A summary review of vibration-based damage identification methods[J].The Shock and Vibration Digest,1998,30(2):92―105.
[13]Rytter A.Vibration based inspection of civil engineering structures[D].Denmark:Aallborg University,1993.
[14]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibratory residual forces and weighted sensitivity[J].AIAA Journal,1992,30(9):2310―2316.
[15]Zubaydi A,Haddara M R,Swamidas A S J.On the use of the autocorrelation function to identify the damage in the side shell of a ship’s hull[J].Marine Structures,2000(13):537―551.
[16]程珩,程明璜.倒频谱在齿轮故障诊断中的应用[J].太原理工大学学报,2003,34(6):661―667.Cheng Heng,Cheng Minghuang.The application of cepstrum in gear fault diagnosis[J].Journal of Taiyuan University of Technology,2003,34(6):661―667.(in Chinese)
[17]Kim H,Melhem H.damage detection of structures by wavelet analysis[J].Engineering Structures,2004,26(3):347―362.
[18]Ovanesova A V,Suarez L E.Application of wavelet transforms to damage detection in frame structures[J].Engineering Structures,2004,26(1):39―49.
[19]钟佑明,秦树人,汤宝平.一种振动信号新变换法的研究[J].振动工程学报,2002,15(2):233―238.Zhong Youming,Qin Shuren,Tang Baoping.Study on a new transform method for vibration signal[J].Journal of Vibration Engineering,2002,15(2):233―238.(in Chinese)
[20]张向东.基于振动的损伤检测方法的理论和实验研究[D].山西:太原理工大学,2002.Zhang Xiangdong.Theoretical and experimental studies of the damage detection by the vibration method[D].Shanxi:Taiyuan University of Technology,2002.(in Chinese)
[21]李书明,何亮,程关兵.基于振动分析的结构损伤检测方法研究[J].中国民航学院学报,2006,24(5):26―29.Li Shuming,He Liang,Cheng Guanbing.Research on methods of vibration-based structure damage detection[J].Journal of Civil Aviation University of China,2006,24(5):26―29.(in Chinese)
[22]Lifshitz J M,Rotem A.Determination of reinforcement unbonding of composites by a vibration technique[J].Journal of Composite Materials,1969(3):412―423.
[23]Salawu O S.Detection of structural damage through changes in frequency:A review[J].Engineering Structures,1997,19(9):718―723.
[24]Morassi A,Rovere N.Localizing a notch in a steel frame from frequency measurements[J].Journal of Engineering Mechanics-Asce,1997,123(5):422―432.
[25]Gardner-Morse M G,Huston D R.Modal identification of cable-stayed pedestrian bridge[J].Journal of Structural Engineering,1993,119(11):3384―3404.
[26]郑栋梁,李中付,华宏星.结构早期损伤识别技术的现状和发展趋势[J].振动与冲击,2002,21(2):1―6.Zheng Dongliang,Li Zhongfu,Hua Hongxing.A summary review of structural initial damage identification methods[J].Journal of Vibration and Shock,2002,21(2):1―6.(in Chinese)
[27]Farrar C R,Doebling S W,Cornwell P J.Variability of modal parameters measured on the Alamosa Canyon Bridge[C].Proceedings of SPIE,the International Society for Optical Engineering.SEM,Bethel,CT,USA,1997:257―263.
[28]Moradalizadeh M.Evaluation of crack defects in frames structures using resonant frequency techniques[D].Newcastle:University of Newcastle Upon Tyne,1990.
[29]Salane H J,Baldwin J W.Identification of modal properties of bridges[J].Journal of Structural Engineering,ASCE,116970,1990:2008―2021.
[30]Salawu O S,Williams C.Structural damage detection using experimental modal analysis-acomparison of some methods[C].Society of Photo-Optical Instrumentation Engineers.Bellingham,WA,USA,1993:254―560.
[31]Salawu O S.Detection of structural damage through changes in frequency:A review[J].Engineering Structures,1997,19(9):718―723.
[32]Doebling S W,Farrar C R,Goodman R S.Effects of measurement statistics on the detection of damage in the Alamos Canyon Bridge[C].Proceedings of the 15th IMAC.Orlando FL,1997:919―929.
[33]West W M.Illustration of the use of modal assurance criterion to detect structural changes in an orbiter test specimen[C].Proceedings of Air Force Conference on Aircraft Structural Integrity,1984:1―6.
[34]Allemang R J,Brown D L.A correlation coefficient for modal vector analysis[C].Proceedings of the First International Modal Analysis Conference,1982:110―116.
[35]Levine N A J,Ewins D J.Spatial correlation of mode shapes,the coordinate modal assurance criterion(COMAC)[C].Proceedings of the 6th International Modal Analysis Conference,1988:690―695.
[36]Salawu O S,Williams Clive.Bridge assessment using forced-vibration testing[J].Journal of Structural Engineering,1995,121(2):161―173.
[37]Ndambi J M,Vantomme J,Harri K.Damage assessment in reinforced concrete beams using eigenfrequencies and mode shape derivatives[J].Engineering Structures,2002,24(4):501―515.
[38]Lam H F,Ko J M,Wong C W.Location of damaged structural connections based on experimental modal and sensitivity analysis[J].Journal of Sound and Vibration,1998,210(1):91―115.
[39]Pandsy A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibration,1991,145(2):321―332.
[40]Ratcliffe C P.Damage detection using a modified Laplacian operator on mode data[J].Journal of Sound and Vibration,1997,204(3):505―517.
[41]Zimmerman D C,Kaouk M.Structural damage detection using a minimum rank update theory[J].Journal of Vibration and Acoustics,Transactions of ASME,1994,116(2):222―231.
[42]周先雁,沈蒲生,程翔云.用振动参数识别技术对混凝土框架进行破损评估[J].土木工程学报,1998,31(2):39―45.Zhou Xianyan,Shen Pusheng,Cheng Xiangyun.Damage assessment of reinforced doncretes structures by vibration parameter identification technique[J].China Civil Engineering Journal,1998,31(2):39―45.(in Chinese)
[43]Kosmatka J B,Ricles J M.Damage detection in structures by modal vibration characterization[J].Journal of Structural Engineering,1999,125(12):1384―1392.
[44]Rao M A,Srinivas J,Murthy B S N.Damage detection in vibrating bodies using genetic algorithms[J].Computers&Structures,2004,82(11-12):963―968.
[45]Salawn O S.Structural damage detection using experimental modal analysis-A comparison of some methods[C].Proceedings of the 11th IMAC,1993:254―260.
[46]Berman A,Flannelly W G.Theory of incomplete models of dynamic structures[J].AIAA Journal,1971,9:1481―1487.
[47]Lin C S.Location of modeling errors using modal test data[J].AIAA Journal,1990,28(9):1650―1654.
[48]Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169(1):3―17.
[49]Stubbs N,Kim J T.Damage localization in structures without baseline modal parameters[J].AIAA Journal,1993,34(8):1644―1649.
[50]Wang M L,Xu F L,Lloyd G M.A systematic numercal analysis of the damage index method used for bridge diagnostics[C].Proceedings of SPIE-the International Society for Optical Engineering,2000,3988:154―164.
[51]Cornwell P,Doebling S W,Farrar C R.Application of the strain energy damage detection method to plate-like structures[J].Journal of Sound and Vibration,1999,224(2):359―374.
[52]Shi Z Y,Law S S,Zhang L M.Structural damage localization from modal strain energy change[J].Journal of Engineering Mechanics-Asce,2000,126(12):1216―1223.
[53]Shi Z Y,Law S S,Zhang L M.Structural damage localization from modal strain energy change[J].Journal of Sound and Vibration,1998,218(5):825―844.
[54]Shi Z Y,Law S S,Zhang L M.Improved damage quantification from elemental modal strain energy change[J].Journal of Engineering Mechanics-Asce,2002,128(5):521―529.
[55]Samer H.Damage detection using vibration measurements[C].Proceedings of the 15th IMAC,Florida,1997:113―116.
[56]Yoo S H.Detection and location of a crack in a plate using modal analysis[C].Proceedings of the 17th IMAC.Florida,1999:1902―1908.
[57]Osegueda R A.A modal strain energy distribution method to localize and quantify damage[C].Proceedings of the 15th IMAC.Florida,1997:1298―1304.
[58]Lew J S.Using transfer function parameter changes for damage detection of structures[J].AIAA Journal,1995,33(11):2189―2193.
[59]David C.Zimmerman.Structural damage detection using frequency response function[C].Proceedings of the 13th IMAC,1995:179―184.
[60]Maia N M M.Location of damage using curvature of the frequency response functions[C].Proceedings of the 15th IMAC.Florida,1997:942―946.
[61]Mark J S.Detecting structural damage using transmittance function[C].Proceedings of the 15th IMAC.Florida,1997:638―644.
[62]Fundahashai K.On the approximate realization of continuous mappings by neural networks[J].Neural Networks,1989,2:183―192.
[63]Elkordy M F,Chang K C,Lee G C.Neural networks trained by analytically simulated damage states[J].Journal of Computing in Civil Engineering,1993,7(2):130―145.
[64]Barai S V,Pandy P C.Vibration signature analysis using artificial neural networks[J].Journal of Computing in Civil Engineering,1995,9(4):259―265.
[65]徐宜桂,史铁林,杨叔子.基于神经网络的结构动力模型修改和破损诊断研究[J].振动工程学报,1997,10(1):8―12.Xu Yigui,Shi Tielin,Yang Shuzi.Structural dynamic model modification and damage diagnosis method based on neural networks[J].Journal of Vibration Engineering,1997,10(1):8―12.(in Chinese)
[66]王柏生,丁皓江,倪一清,高赞明.模型参数误差对用神经网络进行结构损伤识别的影响[J].土木工程学报,2000,33(1):49―55.Wang Baisheng,Ding Haojiang,Ni Yiging,Gao Zanming.Influence of modeling errors on structural damage identification using artificial neural nerworks[J].China Civil Engineering Journal,2000,33(1):49―55.(in Chinese)
[67]周先通,王柏生,倪一清.用神经网络和优化方法进行结构参数识别[J].计算力学学报,2001,18(2):235―238.Zhou Xiantong,Wang Baisheng,Ni Yiqing.Structural parameter identification using neural network and optimization method[J].Chinese Journal of Computational Mechanics,2001,18(2):235―238.(in Chinese)
[68]Masri S F,Smyth A W,Chassiakos A G.Application of neural networks for detection of changes in nonlinear systems[J].Journal of Engineering Mechanics,2000,126(7):666―676.
[69]姜绍飞,张帅.基于概率神经网络分类器的数据融合损伤检测方法[J].计算力学学报,2008,25(5):700―705.Jiang Shaofei,Zhang Shuai.Data-fusion damage detection approach based on probabilistic neural network classifier[J].Chinese Journal of Computational Mechanics,2008,25(5):700―705.(in Chinese)
[70]刘朝勇,郑世杰,王晓雪.基于径向基函数神经网络的编织复合材料结构脱层损伤监测研究[J].振动与冲击,2007,26(1):61―64.Liu Chaoyong,Zheng Shijie,Wang Xiaoxue.Damage monitoring for woven composite structure based on radial base function neural network[J].Journal of Vibration and Shock,2007,26(1):61―64.(in Chinese)
[71]Yun C B,Bahng E Y.Substructural identification using neural networks[J].Computers and Structures,2000,77:41―52.
[72]瞿伟廉,陈伟,李秋胜.基于神经网络技术的复杂框架结构节点损伤的两步诊断法[J].土木工程学报,2003,36(5):37―45.Qu Weilian,Chen Wei,Li Qiusheng.Two-step approach for joints damage diagnosis of framed structures by artificial neural networks[J].China Civil Engineering Journal,2003,36(5):37―45.(in Chinese)
[73]李敏强,徐博艺.遗传算法与神经网络的结合[J].系统工程理论与实践,1999,19(2):65―69.Li Minqiang,Xu Boyi.On the combination of genetic algorithms and neural networks[J].Systems Engeneering-Ttheory&Practice,1999,19(2):65―69.(in Chinese)
[74]Holland J H.Outline for a logical theory of adaptive systems[J].Journal of the Association for Computing Machinery,1962,9(3):297―314.
[75]Chou J H,Ghaboussi J.Genetic algorithm in structural damage detection[J].Computers and Structures,2001,79(14):1335―1353.
[76]Koh C G,Liaw G Y,Chen Y F.Hybrid global-local identification for structural health monitoring[J].Society of Photo-Optical Instrumentation Engineers,2001:174―179.
[77]董聪,范立础,陈肇元.结构智能健康诊断的理论与方法[J].中国铁道科学,2002,23(1):11―24.Dong Cong,Fan Lichu,Chen Zhaoyuan.Theory and method for structural intelligent health diagnosis[J].China Rail Way Science,2002,23(1):11―24.(in Chinese)
[78]Au F T K,Cheng Y S,Tham L G.Structural damage detection based on a micro-genetic algorithm using incomplete and noisy modal test data[J].Journal of Sound and Vibration,2003,259(5):1081―1094.
[79]Krawczuk M.Application of spectral beam finite element with a crack and iterative search technique for damage detection[J].Finite Elements in Analysis and Design,2002,38(6):537―548.
[80]Pawar P M,Ganguli R.Genetic fuzzy system for damage detection in beams and helicopter rotor blades[J].Computer Methods in Applied Mechanics and Engineering,2003,192(16-18):2031―2057.
[81]郭惠勇,李正良,彭川.结构损伤动力识别技术的研究与进展[J].重庆建筑大学学报,2008,30(1):140―145.Guo Huiyong,Li Zhengliang,Peng Chuan.Researches and advances in structural damage dynamic identification technology[J].Journal of Chongqing Jianzhu University,2008,30(1):140―145.(in Chinese)
[82]田迎春,杜守军,刘京红.模态分析法在建筑结构损伤诊断中的应用研究[J].河北农业大学学报,2002,25(增刊):292―295.Tian Yingchun,Du Shoujun,Liu Jinghong.The technique of modal analysis on damage identification of architecture structure[J].Journal of Agriculture University of Hebei,2002,25(Sup):292―295.(in Chinese)
[83]Deng Julong.Control problems of grey systems[J].Systems and Control Letters,1982,5(1):288―294.
[84]Chen X Z,Zhu H P,Chen C Y.Structural damage identification using test static data based on grey system theory[J].Journal of Zhejiang University(Science),2005,6A(8):790―796.
[85]陈孝珍,朱宏平,陈传尧.灰色相关性分析结构静力损伤识别中的应用[J].力学与实践,2005,27(3):60―64.Chen Xiaozhen,Zhu Hongping,Chen Chuanyao.The application of grey correlation analysis for the structural static damage detection[J].Mechanics and Engineering,2005,27(3):60―64.(in Chinese)
[86]禹丹江,陈淮.桥梁损伤检测的曲率模态方法探讨[J].郑州大学学报,2002,23(3):104―106.Yu Danjiang,Chen Huai.Discussion on damage detection of bridges using curvature mode method[J].Journal of Zhengzhou University of Technology,2002,23(3):104―106.(in Chinese)
[87]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.Ma Hongwei,Yang Guitong.Methods and advances of structural damage detection[J].Advances in Mechanics,1999,29(4):513―527.(in Chinese)