Hemez FM,Farhat C.Structural damage detectionvia afInt.e element model updating methodology[J].Modal Analysis:the Int.J.of Analytical and Expermiental Modal Analysis,1995,10(3):152~166.
[2]
Zimmemran D C,Kaouk M.Structural damage detection using a minmiumrank updatetheory[J].J.Vibration & Acoustics,1994,116:222~230.
[3]
Lim T W.Structural damage detection of al.anar truss structure using a constrained eigen structure assignment[A].Proc.of 35 th AIAA/ASME/ASCE/AHS/ASC Structures,structural Dynamics and Material Conf.[C].Hilton Head,1994.336~346.
[4]
Schulz M J,Pai P F,Abdeln aserA S.Frequency response function assignment technique for structural damage identification[A].Proc.of the 14 th Int.Modal Analysis C on f.[C].D earbom,1996.105~111.
[5]
ElkordyM F,Chang K C,Lee G C.Neural network trained by analytically simulated damage states[J].ASCE J.Computing in Civil Engn.,1993,7(2):130~145.
[6]
Worden K,Ball A,Tom linson G.Neural networks for faultlocation[A].Proc.of the 114 th Modal Analysis Conf.[C].Dearbom,1993.47~54.
[7]
Collins J D,Hart GC,et al.System identification of structures[J].AIAA Journal,1974,12:185~190.
Papadopoulos M,Carcia E.Probabilisticf Inte.element model updating using random variab letheory[J].AIAA Journal,2001,39(1):193~195.
[10]
Yeo I,Shin S,et al.Statistical damage assessment of framed structures from static responses[J].J.Engineering Mechanics,2000,126(4):414~420.
[11]
Jang JH,Yeo,I et al.Expermient alinvestigation of system -identification-based damage assessment on structures[J].J.Struct.Engn.,2002,128(5):673~682.
[12]
Xia Y,HaoH,et al.Damageiden tification of structures with uncertain frequency and mode shape data[J].Earthquake Engrg.and Struct.Dyn.,2002,31:1053~1066.
[13]
Rytter A.Vibration based inspection of civilengin eering structures[D].Doctoral Dissertation,Department of Building Technology and Structural Engineeringal,.borg,Denmark:University of al.borg,1993.
[14]
Sohn H,Dzwonczyk M,et al.Anexpermiental study of temperature effects on Modal parameters of the alamosa Canyon Bridge[J].Earthquake Engineering and structural Dynamics,1999,28:879~897.
[15]
Farrar C R,Sohn H.Condition/Damage monitoring methodologies[A].Invited Talk,The Consortium of Organizations for Strong Motion Observation Systems(COSMOS)Work shop[C],Emeryville,CA,2001.LA -UR -01 -6573.
[16]
Farrar C R,Duffey T A,Doebling S W et al.Astatistical pattern recognition paradigm for vibration -based structural health monitoring[A].The 2nd International. Workshopon Structural Health monitoring[C],Stan ford,CA,1999.
[17]
Fukunaga K.Int.roduction to statistical pattern recognition[M].Academic Press,1990,N ew Y ork.
[18]
Sohn H,C zarneeki J A,Farrar C R.Structural health monitoring using statistical process control[J].Journal of structural Engineering,2000,126(11):1356~1363.
[19]
Sohn H,Farrar C R.Damage diagnosis using time series analysis of vibration signals[J].Journal of Smart Materials and Structures,2001,10(3):446~451.
Worden K,Manson G,Fieller N J.Damage detection using out lier analysis[J].J.Sound and Vibration,2000,229:647~667.
[22]
Roberts S.Novelty detection using extrem evaluestatistics[A].IEE Proceedings in Vision,Image and Signal Processing[C].1998,146:124~129.
[23]
Roberts S.Extreme value statistics for novelty detection in biom edical signal processing[A].IEE Proceedings in Science,Technology and Measurement[C].2000,147:363~367.
[24]
Worden K,Pierce S G,Manson Gand Philip W R,Staszewski W J,and Culshaw B.Detection of defects in composite plates using Lambwaves and novelty detection[J].International. Journal of System Science 31 pp.1397~1409,2000.
[25]
Worden K,allen D,Sohn H et al.Damage detection in mechanical s tructures using extreme values statistics[A].Proceedings of SPIE[C].2002,San Diego,CA U SA.
[26]
Bishop C M.Neural newtorks for pattern recognition[M].Oxford:Oxford Univ.Press,1995.
[27]
Klanke S E,Paez T L.Damage detection with probabilistic neural networks[A].Proc.14 th Int.Modal Analysis Conf.[C].1996,99~104.
[28]
Stefano A D,Sabia D,Sabial.Probabilistic neural networks for seismic damage mechanisms prediction[J].Earthquake Engn.& Struct.Dyn.,2999,28:807~821.
Ko J M,Ni Y Q,Chan T H T.Feasibility of damage detection of Tsing Mabridge using vibration measurements[A].Non -destructive Evaluation of Highways,Unities and Pipelines IV,SPIE[C].USA,2000.3995:370-381.
[31]
Ni Y Q,Jian S F,K o JM.Application of adaptive probabilistic neural network to damage detection of Tsing Ma Bridge[A].Healthmonitoring and Management of Civil Infrastructures Systems,SPIE[C].USA,2001.4337:347~356.
[32]
Ni Y Q,Zhou X T,et al.Vibration-based damage localization Int.Kaubridge using probabilistic neural network[A].The Int.Conf.On the Advances in Struct.Dyn.[C].H ong K ong:2000.
[33]
Housner G W,Bergman L A,et al.Structural control:past,present and future[J].J.Engineering Mechanics,1997,123(9):897~971.
Doebling SW,Farrar C R,et al.Damage identification and health monitoring of structural and mechanical systems from changes Int.heir vibration characteristic:saliterature review[R].Losalmosa National Laboratory Report,No.LA -13070 -VA 5,1996.
[36]
Doebling S W,Farrar C R,Prmie M B.Asummary review of vibration -based damage identification[J].The Shock and Vibration Digest,30(2):91~105.
[37]
Adam s R D,Cawley P,et al.Avibration technique for non des tructively assessing the integrity of structures[J].J.mechanical Engn.Sci.,1978,20:93~100.
[38]
Hearn G,Testa R B.Modal analysis for damage detection Int.ructures[J].J.Struct.Engn.,1991,117(10):3042~3063.
[39]
Yu en M.Anumerical study of the eigen-parameters of adamaged cantilever[J].J.Sound & Vibration,1985,103:301~310.
[40]
Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shape[J].J.Sound& Vibration,1991,145(2):3~17.
[41]
Dong C,ZhangW Q,et al.The sens it ivity study of the modal parameters of a cracked beam[A].Proc.of the 12 th Int.Modal Analysis Conf.[C].Honolulu,1994.98~104.
[42]
Pandey A K,Biswas M.Damage detection Int.ructures using changes in flexibility[J].J.Sound & Vibration,1994,169(1):3~17.
[43]
Aktan A E,Lee C et al.Modal testing for structural identification and condition assessment of constructed facilities[A].Proc.of the 12 th Int.Modal Analysis Conf.[C].Honolulu,1994.462~468.
[44]
Lmi T W.structural damage detection using modal testdata[J].AIAA Journal,1991,29(12):2271~2274.
[45]
Law S S,Shi Z Y,Zhang L M.Structural damage detection from incomplete and noisy modal test data[J].Journal of Engn.Mech.,1998,124(11):1280~1288.
[46]
West W M.Illustration of the use of modal assu rance criterion to detect structural changes in anorbittest specmien[A].Proc.Air Force Conf.On Aircraft Structural Integrity[C].1984:1~6.
[47]
Ko J M,Wong C W,Lam H F.Damage detection Int.eel framed structures by vibration measu rement approach[A].Proc.of the 12th Int.Mo-dal Analysis Conf.[C].Honolulu,1994.280~286.
[48]
Kabe A M.Stiffness matrix adjusmtent using modedata[J].AIAA Journal,1985,23(9):1431~1436.
[49]
Chen J C,Garba J A.On -orbit damage assessment for large space structures[J].A IAA Journal,1988,26(9):1119~1126.
[50]
Norris M A,Meirovitch L.On the problem of modelling for parameter identification in distributed structures[J].Int.J.for Numerical Methods in Engn.,1989,28:2451~2463.
[51]
Dos Santos J M C,Zimmemran D C.Damage detection in complex structures using component mode synthes is and residual modal force vector[A].Proc.of the 14th Int.Modal Analysis Conf.[C].Dearbom,1996:1299~1305.
[52]
Beck J L,Katafygiotis L S.Probabilistic system identification and health monitoring of structures[A].Proc.,10 th World Conf.on E arthquake Engrg.[C].N ew Y ork:E lsevier Science Pub lish ing Co.,1992.
[53]
Beck J L,K atafygiot is L S.U pdating m odels and their un certaInt.ies.I:B ayes ian stat is tical fram ew ork[J].J.Engineering Mechanics,1998,124(4):455~461.
[54]
Katafygiotis L S,Beck J L.Updating models and their uncertaInties.II:model identifiability[J].J.Engineering Mechanics,1998,124(4):463~467.
[55]
Beck J L,Vanik M W,Katafygiotis L S.Determ Intion. of stiffness changes from modal parameters changes for structural health monitoring[A].Proc.,First World Conf.on Struct.Control[C].Los Angeles,1994.
[56]
Sohn H,Law H W.Bayesian probabilistic approach for structural damage detection[J].Earthquake Engn.& Struct.Dyn.,1997,26:1259-1281.
[57]
Sohn H,Law H W.Bayesian probabilistic damage detection of a reinforced concrete bridge column[J].Earthquake Engn.& Struct.Dyn.,2000,29:1131~1152.
[58]
Vanik M W Beck J L,et al.Bayesian probabilistic approach to structural health monitoring[J].J.Engineering Mechanics,2000,126(7):739~745.
[59]
alvin K F.F Inte.element model update via Bayesianes timation and minmiization of dynamic residuals[J].AIAA Journal,1997:879~886.
[60]
Katafygiotis L S,Papad miitriou C,Lam H F.Aprobabilistic approach to structural model updating[J].Soil Dyn.& Earthquake Engn.,1998,17:495~507.
[61]
梁艳春.计算智能与力学反问题中的若干问题[J].力学进展,2000,30(3):321~331.
[62]
Beck J L,A u S K.Bayesian updating of structural models and reliability using Markov chain Monte Carlo smiulation[J].J.Engineering Mechanics,2002,128(4):380~391.
[63]
Yuen K V,Katafygiotis L S.Bayesian model upd ating using complete input and incomplete response noisym easurements[J].J.Engn.Mech.,2002,128(3):340~350.
[64]
Ricles JM,Kosmatka J B.Damage detection in elastic structures using vibratory residual forcrs and weighted sensitivity[J].AIAA Journal,1992,30(9):2310~2316.
[65]
Liu P L.identification and damage detection of trusses using Modal data[J].J.Struc.Engn.,1995,121:599~608.