引文
[1]郭勤涛,张令弥,费庆国.结构动力学有限元模型修正的发展——模型确认[J].力学进展,2006,36(1):36-42.
[2]Go¨ge D,Link M.Assessment of computational model upda-ting procedures with regard to model validation[J].AerospaceScience and Technology,2003,7:47-61.
[3]Link M,Hanke G.Model quality assessment and model upda-ting[C]//Modal Analysis and Testing.Kluwer,Dordrecht,1999:305-324.
[4]李辉,丁桦.结构动力学模型修正方法研究进展[J].力学进展,2005,35(2):170-180.
[5]Go¨ge D,Link M.Results obtained by minimizing natural fre-quency and mode shape errors of a beam model[J].Mechani-cal Systems and Signal Processing,2003,17(1):21-27.
[6]Thonon C,Golinval J C.Reusult obtained by minimising natu-ral frequency and Mac-Value errors of a beam model[J].Me-chanical Systems and Signal Processing,2003,17(1):65-72.
[7]Mares C,Mottershead J E,Friswell M I.Result obtained byminimizing natural-frequency errors and using physical reason-ing[J].Mechanical Systems and Signal Processing,2003,17(1):39-46.
[8]Ambrogio W D,Fregolent A.Results obtained by minimizingnatural frequency and antiresonance errors of a beam model[J].Mechanical Systems and Signal Processing,2003,17(1):29-37.
[9]Bohle K,Fritzen C P.Results obtained by minimising naturalfrequency and MAC-Value errors of a plate model[J].Me-chanical Systems and Signal Processing,2003,17(1):55-64.
[10]Deraemaeker A,Ladeveze P,Loch S Le.Result obtained bythe CRE updating method using a plate model[J].MechanicalSystems and Signal Processing,2003,17(1):47-54.
[11]Steenackers G,Guillaume P.Finite element model updatingtaking into account the uncertainty on the modal parametersestimates[J].Journal of Sound and Vibration,2006,296:919-934.
[12]Mottershead J E,Rriswell M I,Ng G H T,et al.Geometricparameters for finite element model updating of joints and con-straints[J].Mechanical Systems and Signal Processing,1996,10(2):171-182.
[13]Mottershead J E,Mares C,Rriswell M I,et al.Selection andupdating of parameters for an aluminium[J].Mechanical Sys-tems and Signal Processing,2000,14(6):923-944.
[14]李岩,盛洪飞,黄新艺.大跨径斜拉桥动力分析基准有限元模型研究[J].公路交通科技,2006,23(9):58-62.
[15]丁幼亮,李爱群,缪长青,等.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.
[16]孙正华,李兆霞,韩晓林.大跨桥梁索塔有限元模型修正[J].工程抗震与加固改造,2006,28(1):50-54.
[17]郑荣跃,吕忠达,许凯明.宁波招宝山大桥基于模型修正的动力分析[J].公路交通科技,2006,23(5):52-56.
[18]Gor¨l E,Link M.Damage identification using changes of eigen-frequencies and mode shapes[J].Mechanical Systems and Sig-nal Processing,2003,17(1):103-110.
[19]Aoki T,Sabia D,Rivella D.Influence of experimental dataand FE model on updating results of a brick chimney[J].AdvEng Softw,2008,39(4):237-335.
[20]余岭,万祖勇,朱宏平,等.基于PSO算法的结构模型修正与损伤检测[J].振动与冲击,2006,25(5):37-39.
[21]Jaishi B,Ren W X.Finite element model updating based on ei-genvalue and strain energy residuals using multiobjective op-timisation technique[J].Mechanical Systems and Signal Pro-cessing,2007,21:2295-2317.
[22]Hansona D,Waters T P,Thompson D J,et al.The role ofanti-resonance frequencies from operational modal analysis infinite element model updating[J].Mechanical Systems andSignal Processing,2007,21:74-97.
[23]Ambrogio W D,Fregolent A.The use of antiresonances forrobust model updating[J].Journal of Sound and Vibration,2000,236(2):227-243
[24]Jaishi B,Ren W X.Damage detection by finite element modelupdating using modal flexibility residual[J].Journal of Soundand Vibration,2006,292:179-202.
[25]Jaishi B,Kim H J,Kim M K,et al.Finite element model up-dating of concrete-filled steel tubular arch bridge under opera-tional condition using modal flexibility[J].Mechanical Sys-tems and Signal Processing,2007,21:2406-2426.
[26]Pascual R.Model based structural damage assessment usingvibration measurements[D].Belgium:Liege University,1999.
[27]Tarazaga P A,Halevib Y,Inman D J.The quadratic compres-sion method for model updating and its noise filtering proper-ties[J].Mechanical Systems and Signal Processing,2007,21:58-73.
[28]Carvalho J,Datta B N,Gupta A,et al.A direct method formodel updating with incomplete measured data and withoutspurious modes[J].Mechanical Systems and Signal Process-ing,2007,21:2715-2731.
[29]Berman A,Nagy E G.Improvement of large analytical modelusing test data[J].AIAA Journal,1983,21(8):1168-1173.
[30]Yuan Yongxin.A model updating method for undamped struc-tural systems[J].Journal of Computational and AppliedMathematics,2008,219(1):294-301.
[31]Hu J S-L,Li H J,Wang S Q.Cross-model Cross-modeMethod for Model Updating[J].Mechanical Systems and Sig-nal Processing,2007,21:1690-1703.
[32]Kanev S,Weber F,Verhaegen M.Experimental validation ofa finite-element model updating procedure[J].Journal ofSound and Vibration,2007,300:394-413.
[33]李林,朱宏平,洪可柱.基于神经网络方法的框架结构损伤检测的试验研究[J].振动与冲击,2006,25(1):107-109.
[34]徐丽,易伟建,吴高烈.混凝土框架柱刚度变化识别的应变模态方法研究[J].振动与冲击,2006,25(3):1-5.
[35]Asma F,Bouazzouni A.Finite element model updating usingvariable separation[J].European Journal of Mechanics A/Solids,2007,26:728-735.
[36]Zang C,Friswell M I,Lmregun M.Structural health monito-ring and damage assessment using measured FRFs from mutil-ple sensors,Part I:The indicator of correlation criteria[J].Key Engineering Materials,2003,245:131-139.
[37]温华兵,王国治.基于频响函数灵敏度分析的鱼雷模型有限元模型修正[J].鱼雷技术,2006,14(3):10-13.
[38]吕中荣,罗绍湘,刘济科.利用响应灵敏度修正Gascogine天桥的有限元模型[J].中山大学学报:自然科学版,2006,45(3):13-16.
[39]Lin R M,Zhu J.Finite element model updating using vibra-tion test data under base excitation[J].Journal of Sound andVibration,2007,303:596-613.
[40]Steenackers G,Devriendt C,Guillaume P.On the use oftransmissibility measurements for finite element model upda-ting[J].Journal of Sound and Vibration,2007,303:707-722.
[41]Pascual R,Schalchlib R,Razeto M.Robust parameter identi-fication using forced responses[J].Mechanical Systems andSignal Processing,2007,21:1008-1025.
[42]Pascual R,Golinval J C,Razeto M.A frequency domain cor-relation technique for model correlation and updating[C]//Proceedings of the 15th International Modal Analysis Confer-ence(IMACXV),Orlando,Society for Experimental Mechan-ics(SEM),1997:587-592.
[43]Combe J Ph,Ladeveze P,Pelle J P.Constitutive relation errorestimator for transient finite element analysis[J].Computermethods in applied mechanics and engineering,1999,176:165-185.
[44]Ladeveze P,Chouaki A.Application of a posteriori error esti-mation for structural model updating[J].Inverse Problems,1999,15:49-58.
[45]Choudki A T,Ladeveze P,Proslier L.Updating structuraldynamic models with emphasis on the damping properties[J].AIAA Journal,1998,36(6):1094-1099.
[46]Deraemaeker A,Ladeveze P,Leconte P.Reduced bases formodel updating in structural dynamics based on constitutive re-lation error[J].Computer Methods in Applied Mechanics andEngineering,2002,191:2427-2444.
[47]Barthe D,Deraemeaker A,Ladeveze P,et al.Validation andupdating of industrial models based on the constitutive relationerror[J].AIAA Journal,2004,42(7):1427-1434.
[48]郭力,李兆霞,陈鸿天.基于子结构分析的多重子步模型修正方法[J].中国工程科学,2006,8(9):42-48
[49]朱劲松,肖汝诚.桥梁损伤识别的实用模型修正方法研究[J].工业建筑,2006,36(增刊):219-224.
[50]丁幼亮,李爱群,缪长青,等.基于环境振动测试的润扬斜拉桥索塔的有限元模拟[J].公路交通科技,2006,23(7):57-63.
[51]Zivanovic S,Pavic A,Reynolds P.Finite element modellingand updating of a lively footbridge:The complete process[J].Journal of Sound and Vibration,2007,301:126-145.
[52]田仲初,彭涛,陈政清.佛山东平大桥静动力分层次有限元模型修正研究[J].振动与冲击,2007,26(6):162-165.