RAGHAVENDRACHAR M,AKTAN A E.Flexibility by multireference impact testing for bridge diagnostics[J].Journal of Structural Engineering,1992,118(8):2186-2203.
[2]
PANDEY A K,BISWAS M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration, 1994,169(1):3-17.
[3]
AKTAN A E,LEE K L,CHUNTAVAN C,et al.Modal testing for structural identification and condition assessment of constructed facilities[C]//Proc.of 12th International Modal Analysis Conference.Honolulu,[s.n.],1994:462-468.
[4]
DOEBLING S W,FARRAR C R.Computation of structural flexibility for bridge health monitoring using ambient modal data [C]//Engineering Mechanics:Proceedings of 11th Conference,New York,Columbia University,1996,2:1114-1116.
[5]
ZHAO J,DE WOLF J T.Sensitivity study for vibrational parameters used in damage detection[J].Journal of Structural Engineering,1999,125(4):410-416.
[6]
唐小兵．结构损伤识别与数值模拟[D]．武汉：武汉理工大学交通学院，2004．TANG Xiao-bing.Structural damage identification and numerical simulation[D].Wuhan:College of Transportation,Wuhan University of Technology,2004.(in Chinese)
[7]
CAWLEY P,ADAMS R D.The location of defects in structures from measurements of natural frequencies[J].Journal of Strain Analysis,1979,14(2):49-57.
[8]
李德葆，陆秋海，秦权．承弯结构的曲率模态分析[J]．清华大学学报(自然科学版)，2002，42(2)：224-227．LI De-hao,LU Qiu-hai,QIN Quan.Curvature modal analysis for bending structures[J].Tsinghua Science and Technology, 2002,42(2):224-227.(in Chinese)
