Numerical and experimental verifications on damping identification with model updating and vibration monitoring data |
Li, Jun
(Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University)
Hao, Hong (Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University) Fan, Gao (Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University) Ni, Pinghe (Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University) Wang, Xiangyu (Australasian Joint Research Centre for Building Information Modelling, School of Built Environment, Curtin University) Wu, Changzhi (Australasian Joint Research Centre for Building Information Modelling, School of Built Environment, Curtin University) Lee, Jae-Myung (Department of Naval Architecture and Ocean Engineering, Pusan National University) Jung, Kwang-Hyo (Department of Naval Architecture and Ocean Engineering, Pusan National University) |
1 | Wang, W., Li, Q., Gao, J., Yao, J. and Allaire, P. (2016), " An identification method for damping ratio in rotor systems", Mech. Syst. Signal Pr., 68-69, 536-554. DOI |
2 | Xu, Y., Chen, S. and. Zhang, R. (2003), "Modal identification of Di Wang Building under typhoon York using the Hilbert-Huang transform method", Struct. Des. Tall Spec. Build., 12(1), 21-47. DOI |
3 | Newmark, N.W. (1959), "A method of computation for structural dynamics", J. Eng. Mech. Div. - ASCE, 85(3), 67-94. |
4 | Ye, X.W., Dong, C.Z. and Liu, T. (2016a), "Force monitoring of steel cables using vision-based sensing technology: methodology and experimental verification", Smart Struct. Syst., 18(3), 585-599. DOI |
5 | Ye, X.W., Dong, C.Z. and Liu, T. (2016b), "Image-based structural dynamic displacement measurement using different multi-object tracking algorithms", Smart Struct. Syst., 17(6), 935-956. DOI |
6 | Ye, X.W., Yi, T.H., Wen, C. and Su, Y.H. (2015), "Reliability-based assessment of steel bridge deck using a mesh-insensitive structural stress method", Smart Struct. Syst., 16(2), 367-382. DOI |
7 | Yi, T.H., Li, H.N. and Wang, C.W. (2016), "Multiaxial sensor placement optimization in structural health monitoring using distributed wolf algorithm", Struct. Control Health Monit., 23(4), 719-734. DOI |
8 | Yi, T.H., Wen, K.F. and Li, H.N. (2016), "A new swarm intelligent optimization algorithm: pigeon colony algorithm (PCA)", Smart Struct. Syst., 18(3), 425-448. DOI |
9 | Zhang, H., Yang, J. and Xiao, L. (2014), "Damping ratio identification using a continuous wavelet transform to vortex-induced motion of a Truss Spar", Ships Offshore Struct., 9(6), 596-604. DOI |
10 | Barbieri, N., de Souza Junior, O.H. and Barbieri, R.. (2004), "Dynamical analysis of transmission line cables. Part 2-damping estimation", Mech. Syst. Signal Pr., 18(3), 671-681. DOI |
11 | Brincker, R., Ventura, C. and Andersen, P. (2001), "Damping estimation by frequency domain decomposition", Proceedings of the 19th International Modal Analysis Conference. |
12 | Devriendt, D., Jordaens, P.J., De Sitter, G. and Guillaume, P. (2013), "Damping estimation of an offshore wind turbine on a monopile foundation", IET Renew. Power Generation, 7(4), 401-412. DOI |
13 | Caughey, T. and O'kelly, M. (1965), "Classical normal modes in damped linear dynamic systems", J. Appl. Mech. - ASME, 32(3), 583-588. DOI |
14 | Chen, H.P. and Maung, T.S. (2014), "Regularised finite element model updating using measured incomplete modal data", J. Sound Vib., 333(21), 5566-5582. DOI |
15 | Chopra, A.K. (1995), Dynamics of structures, Prentice Hall New Jersey. |
16 | Ding, Y. and Law, S.S. (2011), "Structural damping identification based on an iterative regularization method", J. Sound Vib., 330(10), 2281-2298. DOI |
17 | Huang, F.L., Wang, X.M., Chen, Z.Q., He, X.H. and Ni, Y.Q. (2007), "A new approach to identification of structural damping ratios", J. Sound Vib., 303(1-2), 144-153. DOI |
18 | Hansen, P.C. (1992), "Analysis of discrete Ill-posed problems by means of the L-curve", SIAM Review, 34(4), 561-580. DOI |
19 | Holland, D.E. and Epureanu, B.I. "A component damping identification method for mistuned blisks", Mech. Syst. Signal Pr., 41(1-2), 598-612. DOI |
20 | Ibrahim, S. (1956), "An approach for reducing computational requirements in modal identification", AIAA J., 24(10), 1725-1727. DOI |
21 | Li, J. and Hao, H. (2015), "Damage detection of shear connectors under moving loads with relative displacement measurements", Mech. Syst. Signal Pr., 60-61, 124-150. DOI |
22 | Juang, J.N. and Pappa, R.S. (1985), "An eigensystem realization algorithm for modal parameter identification and model reduction", J. Guid. Control Dynam., 8(5), 620-627. DOI |
23 | Kang, J.S., Park, S.K., Shin, S. and Lee, H.S. (2005), "Structural system identification in time domain using measured acceleration", J. Sound Vib., 288(1-2), 215-234. DOI |
24 | Li, J. and Hao, H. (2014),"Substructure damage identification based on wavelet domain response reconstruction", Struct. Health Monit., 13(4), 389-405. DOI |
25 | Li, J., Hao, H. and Lo, J.V. (2015), "Structural damage identification with power spectral density transmissibility: Numerical and experimental studies", Smart Struct. Syst., 15(1), 15-40. DOI |
26 | Li, J., Hao, H. and Zhu, H.P. (2014), "Dynamic assessment of shear connectors in composite bridges with ambient vibration measurements", Adv. Struct. Eng., 17(5), 617-638. DOI |
27 | Li, J., Law, S. and Ding, Y. (2012), "Substructure damage identification based on response reconstruction in frequency domain and model updating", Eng. Struct., 41, 270-284. DOI |
28 | Li, P.H., Zhu, H.P., Luo, H. and Weng, S. (2015), "Structural damage identification based on genetically trained ANNs in beams", Smart Struct. Syst., 15(1), 227-244. DOI |
29 | Li, X.Y. and Law, S.S. (2009), "Identification of structural damping in time domain", J. Sound Vib., 328(1-2) 71-84. DOI |
30 | Liu, K., Law, S.S., Xia, Y. and Zhu, X.Q. (2014), "Singular spectrum analysis for enhancing the sensitivity in structural damage detection", J. Sound Vib., 333(2), 392-417. DOI |
31 | Salzmann, A., Fragomeni, S. and Loo, Y.C. (2003), "The damping analysis of experimental concrete beams under free-vibration", Adv. Struct. Eng., 6(1), 53-64. DOI |
32 | Olmos, B.A. and Roesset, J.M. (2010), "Evaluation of the half-power bandwidth method to estimate damping in systems without real modes", Earthq. Eng. Struct. D., 39 (14), 1671-1686. DOI |
33 | Papagiannopoulos, G.A. and Hatzigeorgiou, G.D. (2011), "On the use of the half-power bandwidth method to estimate damping in building structures", Soil Dynam. Earthq. Eng., 31(7), 1075-1079. DOI |
34 | Pradhan, S. and Modak, S. (2012), "A method for damping matrix identification using frequency response data", Mech. Syst. Signal Pr., 33, 69-82. DOI |
35 | Slavic, J. and Boltezar, M. (2011), "Damping identification with the Morlet-wave", Mech. Syst. Signal Pr., 25(5) 1632-1645. DOI |
36 | Tikhonov, A.N. (1963), "On the solution of Ill-posed problems and the method of regularization", Soviet Mathematics, 4, 1035-1038. |
37 | Uhl, T. and Klepka, A. (2005), "Application of wavelet transform for identification of modal parameters of nonstationary systems", J. Theoretical Appl. Mech., 43, 277-296. |
38 | Wang, I. (2011), "An analysis of higher order effects in the half power method for calculating damping", J. Appl. Mech. - ASME, 78(1), 014501. DOI |