4[4]Peelers B,De Roeck G.Reference-based stochastic subspace in civil engineering[J].Inverse in Engineering 1999:1-28. 被引量:1
5[5]Peelers B.System Identification and Damage Detection in Civil Engineering,PhD thesis[M].Department of Civil Engineering,Katholieke Universiteit Lenven,Belgium,2000:1-10. 被引量:1
二级参考文献14
1[3]NI Y Q,ZHOU X T,KO J M,WANG B S. Vibration based damage localization in Ting Kau Bridge using probabilistic neural network[A]. Advances in Structural Dynamics [C]. Oxford: Elsevier Science Ltd.,2000. 1 069-1 076. 被引量:1
2[4]WAHAB M ABDEL,MAECK J,ROECK G DE. Numerical simulation of damage scenarios of Bridge Z24[A]. Proceedings of IMAC 17[C]. Hong Kong: The Hong Kong Polytechnic University, 1999. 1 276-1282. 被引量:1
3[5]MAECK J, PEETERS B, ROECK G DE. Damage identification on the Z24 Bridge using vibration monitoring[J]. Smart Materials and Structures, 2001,10(3) :512-517. 被引量:1
4[6]CUNHA A, CEATANO E,CALCADA R,DELGADO R. Modal identification and correlation with finite element parameters of Vasco da Gama Bridge[A].Proceedings of IMAC 17[C]. Hong Kong: The Hong Kong Polytechnic University, 1999. 705-711. 被引量:1
5[7]BRINCHER RUNE,ZHANG LINGMI,ANDERSEN PALLE. Modal identification of output-only systems using frequency domain decomposition[J]. Smart Material and Structures, 2001,10(3) :441-445. 被引量:1
6[8]QIN Q, LI H B, QIAN L Z. Modal identification of Ting Ma Bridge by using improved eigen-system realization algorithm[J]. Journal of Sound and Vibration,2001, 247(2): 325-341. 被引量:1
7[9]PEETYERS B. System identification and damage detection in civil engineering [D]. Leuven: Katholieke University Leuven, 2000.11-48. 被引量:1
8[10]JUANG JER-NAN. Applied System Identification[M].New Jersey: PTR Prentice-Hall, Inc. , 1994. 133-143. 被引量:1
9任伟新,Seismic evaluation of the Tennessee River bridge on I-24 Highway in west Kentucky,2001年 被引量:1
10De Roeck G,Proceedings of IMACXVIII the 18th international modal analysis conference,2000年,1106页 被引量:1
5Pandey A K, Biswas M. Damage detection in structures using changes in flexibility [ J ]. Journal of Structural Engineering, American Society of Civil Engineers, 1992, 199:3384 - 3404. 被引量:1
6Gordon N J, Salmond D J, Smith A F. Novel approach to nonlinear/ non-Gaussian Bayesian state estimation: IEE Proceedings on Radar and Signal Processing, 1993, 140(2) : 107 - 113. 被引量:1
7Ye Q W, Yuan D B, Zhou Y, et al. Particle filter on nonlinear vibration signal of bridge stayed cable [ J ]. International Journal on Smart Sensing and Intelligent Systems. 2012, 5(4) :940-956. 被引量:1
8Gordon N, Salmond D, Ewing C. Bayesian state estimation for tracking and guidance using the bootstrap filter [ J ]. J of Guidance Control and Dynamics, 1995, 8 ( 6 ) : 1434 - 1443. 被引量:1