6[1]C.R.Farrar,et al.,(1994) "Dynamic Characterization and Damage Detection in the 1-40 Bridge over the Rio Grande," Los Alamos National Laboratory report LA 12767-MS.
7[2]C.R Farrar,et al.,(1996) "Finite Element Analysis of the 1-40 Bridge over the Rio Grande," Los Alamos National Laboratory report LA-12979-MS.
8[3]Y.L.Xu,D.K.Sun,J.M.Ko,J.H.Lin,2000.Fully Coupled Buffeting Analysis of Tsing Ma Suspension Bridge.Journal of Wind Engineering and Industrial Aerodynamics,2000,(85):97-117.
9[4]X.Meng,2002.Real-time Deformation Monitoring of Bridges Using GPS/Accelerometers,PhD Thesis,the University of Nottingham,UK.
10[5]DOEBLING S W,FARRA C R,PRIMEM B.A summary review of vibration-based damage identification methods[J].The ShockandVibrationDigest,1998,30:91-105.