Acknowledgement
Supported by : National Natural Science Foundation of China
References
- Cattarius, J. and Inman, D.J. (1997), "Time domain analysis for damage detection in smart structures", Mech. Syst. Signal Pr., 11, 409-423. https://doi.org/10.1006/mssp.1996.0086
- Cawley, P. and Adams, R.D. (1979), "The location of defects in structures from measurements of natural frequencies", J. Strain Anal., 14, 49-57. https://doi.org/10.1243/03093247V142049
- Deobling, S.W., Farrar, C.R., Prime, M.B. and Shevitz, D.W. (1998), "A review of damage identification methods that examine changes in dynamic properties", Shock Vib. Dig., 30, 91-105. https://doi.org/10.1177/058310249803000201
- Doebling, S.W., Peterson, L.D. and Alvin, K.F. (1996), "Estimation of reciprocal residual flexibility from experimental modal data", Am. Inst. Aeronaut. Astronaut. J., 34, 1678-1685. https://doi.org/10.2514/3.13289
- Friswell, M.I. and Mottershead, J.E. (1995), Finite element model updating in structural dynamics, Kluwer Academic Publishers.
- Friswell, M.I. and Mottershead, J.E. (2001), "Inverse methods in structural health monitoring", DAMAS 2001: 4th International Conference on Damage Assessment of Structures, Cardiff, 201-210.
- Hadjileontiadis, L.J., Douka, E. and Trochidis, A. (2005), "Fractal dimension analysis for crack identification in beam structures", Mech. Syst. Signal Pr., 19, 659-674. https://doi.org/10.1016/j.ymssp.2004.03.005
- Hansen, P.C. (1992), "Analysis of discrete ill-posed problems by means of the L-curve", SIAM Rev., 34, 561-580. https://doi.org/10.1137/1034115
- He, Z.Y. and Lu, Z.R. (2010), "Time domain identification of multiple cracks in a beam", Struct. Eng. Mech., 42, 13-24.
- Housner, G.W. et al. (1997), "Structural control: Past, present, and future", J. Eng. Mech., ASCE, 123(9), 897-971. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897)
- Jaishi, B. and Ren, W.X. (2006), "Damage detection by finite element model updating using modal flexibility residual", J. Sound Vib., 290, 369-387. https://doi.org/10.1016/j.jsv.2005.04.006
- Koh, C.G., Hong, B. and Liaw, C.Y. (2000), "Parameter identification of large structural systems in time domain", J. Struct. Eng., ASCE, 126, 957-963. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(957)
- Lu, Z.R. and Law, S.S. (2007), "Features of dynamic response sensitivity and its application in damage detection", J. Sound Vib., 303, 305-329. https://doi.org/10.1016/j.jsv.2007.01.021
- Lu, Z.R. and Liu, J.K. (2011), "Identification of both damages and parameters of vehicles for bridge-vehicle system from measured dynamic responses", Comput. Struct., 89, 1397-1405. https://doi.org/10.1016/j.compstruc.2011.03.008
- Lu, X.B., Liu, J.K. and Lu, Z.R. (2013), "A two-step approach for crack identification in beam", J. Sound Vib., 332(2), 282-293. https://doi.org/10.1016/j.jsv.2012.08.025
- Majumdar, A. et al. (2013), "Damage assessment of beams from changes in natural frequencies using ant colony optimization", Struct. Eng. Mech., 45, 391-410. https://doi.org/10.12989/sem.2013.45.3.391
- Majumder, L. and Manohar, C.S. (2003), "A time domain approach for damage detection in beam structures using vibration data with a moving oscillator as an excitation source", J. Sound Vib., 268, 699-716. https://doi.org/10.1016/S0022-460X(02)01555-9
- Pandey, A.K. and Biswas, M. (1994), "Damage detection in structures using change in flexibility" J. Sound Vib., 169, 3-17. https://doi.org/10.1006/jsvi.1994.1002
- Pandey, A.K., Biswas, M. and Samman, M.M. (1991), "Damage detection from change in curvature mode shapes", J. Sound Vib., 145, 321-332. https://doi.org/10.1016/0022-460X(91)90595-B
- Salawu, O.S. (1997), "Detection of structural damage through changes in frequency: A review", Eng. Struct., 19(9), 718-723. https://doi.org/10.1016/S0141-0296(96)00149-6
- Urgessa, G.S. (2011), "Vibration properties of beams using frequency-domain system identification methods", J. Vib. Control, 17(9), 1287-1294. https://doi.org/10.1177/1077546310378431
- Wang, B.S. and He, Z.C. (2007), "Crack detection of arch dam using statistical neural network based on the reductions of natural frequencies", J. Sound Vib., 302, 1037-1047. https://doi.org/10.1016/j.jsv.2007.01.008
- Wang, H. and Qiao, P. (2008), "On irregularity-based damage detection method for cracked beams", Int. J. Solid. Struct., 45, 688-704. https://doi.org/10.1016/j.ijsolstr.2007.08.017
- Wu, D. and Law, S.S. (2004), "Model error correction from truncated modal flexibility sensitivity and generic parameters. I: Simulation", Mech. Syst. Signal Pr., 18, 1381-1399. https://doi.org/10.1016/S0888-3270(03)00094-3
- Tikhonov, A.M. (1963), "On the solution of ill-posed problems and the method of regularization", Soviet Math., 4, 1035-1038.
- Yang, Q.W. (2011), "A new damage identification method based on structural flexibility disassembly". J. VibVib . Control, 17(7), 1000-1008. https://doi.org/10.1177/1077546309360052
- Zou, T., Tong, L. and Steve, G.P. (2000), "Vibration based model-dependent damage (delamination) identification and health monitoring for composite structures- a review", J. Sound Vib., 230(2), 357-378. https://doi.org/10.1006/jsvi.1999.2624
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