2P.Cawley and R.D.Adams.The location of defects in Structures from measurements of the natural frequencies[J]. Journal of Strain Analysis,1979,14(2):49-57. 被引量：1
3O.S.Salawu.Detection of structural damage through changes in frequence:a review [J].Engineering Structures, 1997, 19(9): 718-723. 被引量：1
4Allemang R J,Brown D L.A Correlation Coefficient for Modal Vector Analysis[A].Proceedings of the 1st IMAC [C]. Florida,USA,1982:110-116. 被引量：1
5Lieven N A J,Ewins D J.Spatial Correlation of Mode Shapes [A].The Coordinate Modal Assurance Criterion(COMAC)[C]. Florida:Proc.of IMAC VI,1988:690-695. 被引量：1
6A.K.Pandey,M.Biswas,and M.M.Samman Damage detection from changes in curvature mode shapes[J] . Jouoal of Sound and Vibration,1991,145(2):321-332. 被引量：1
3Zhao J，Journal of Structural Engineering，1999年，125卷，4期，410页 被引量：1
4Doebling S W.Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics:a literature review[R].Los Alamos National Laboratory Report LA-13070-MS,1996. 被引量：1
5Sohn H.A review of structural health monitoring literature:1996-2001[R].Los Alamos National Laboratory Report LA-13976-MS,2002. 被引量：1
6Peeters B and Roeck G D.Preference-based stochastic subspace identification for output-only modal analysis[J].Mechanical Systems and Signal Processing,1999,13:855～878. 被引量：1
7Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibration,1991,145:321～332. 被引量：1
8Ko J M.Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge[J].Engineering Structures,2002,24:857～868. 被引量：1
9Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169:3～17. 被引量：1
10Zhao J,DeWolf J T.Sensitivity study for vibrational parameters used in damage detection[J].Journal of Structural Engineering,1999,125:410～416. 被引量：1
