Acknowledgement
The presented work was supported Beijing Municipal Education Commission Projects (KM201810005019, KM202110005020), a research grant from the Niche Area Project Funding of the Hong Kong Polytechnic University (Project No.1-BB6F), and the research project of Beijing Natural Science Foundation (grant number 8184063).
References
- Bendat, J.S. and Piersol, A.G. (2011), Random Data: Analysis and Measurement Procedures, Vol. 729, John Wiley & Sons.
- Bernal, D. (2013), "Kalman filter damage detection in the presence of changing process and measurement noise", Mech. Syst. Signal Pr., 39(1-2), 361-371. https://doi.org/10.1016/j.ymssp.2013.02.012.
- Caicedo, J.M., Dyke, S.J. and Johnson, E.A. (2004), "Natural excitation technique and eigensystem realization algorithm for phase I of the IASC-ASCE benchmark problem: Simulated data", J. Eng. Mech., 130(1), 49-60. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(49).
- Chu, S.Y. and Lo, S.C. (2011), "Application of the on-line recursive least-squares method to perform structural damage assessment", Struct. Control Hlth. Monit., 18(3), 241-264. https://doi.org/10.1002/stc.362.
- Ghiasi, R., Torkzadeh, P. and Noori, M. (2016), "A machinelearning approach for structural damage detection using least square support vector machine based on a new combinational kernel function", Struct. Hlth. Monit., 15(3), 302-316. https://doi.org/10.1177/1475921716639587.
- Gobbato, M., Kosmatka, J.B. and Conte, J.P. (2014), "A recursive Bayesian approach for fatigue damage prognosis: An experimental validation at the reliability component level", Mech. Syst. Signal Pr., 45(2), 448-467. https://doi.org/10.1016/j.ymssp.2013.10.014.
- Hamidian, D., Salajegheh, E. and Salajegheh, J. (2018), "Damage detection technique for irregular continuum structures using wavelet transform and fuzzy inference system optimized by particle swarm optimization", Struct. Eng. Mech., 67, 457-464. http://doi.org/10.12989/sem.2018.67.5.457.
- Hwang, H. and Kim, C. (2004), "Damage detection in structures using a few frequency response measurements", J. Sound Vib., 270(1-2), 1-14. https://doi.org/10.1016/S0022-460X(03)00190-1.
- James, G., Carne, T.G. and Lauffer, J.P. (1995), "The natural excitation technique (NExT) for modal parameter extraction from operating structures", Modal Anal., Int. J. Anal. Exper. Modal Anal., 10(4), 260.
- Koh, C., Chen, Y. and Liaw, C.Y. (2003), "A hybrid computational strategy for identification of structural parameters", Comput. Struct., 81(2), 107-117. https://doi.org/10.1016/S0045-7949(02)00344-9.
- Lam, H.F., Zhang, F.L., Ni, Y.C. and Hu, J. (2017), "Operational modal identification of a boat-shaped building by a Bayesian approach", Eng. Struct., 138, 381-393. https://doi.org/10.1016/j.engstruct.2017.02.003.
- Li, J. and Hao, H. (2014), "Substructure damage identification based on wavelet-domain response reconstruction", Struct. Hlth. Monit., 13(4), 389-405. https://doi.org/10.1177/1475921714532991.
- Li, X., Wang, L. and Law, S. (2013), "Damage detection for structures under ambient vibration via covariance of covariance matrix and consistent regularization", Adv. Struct. Eng., 16(1), 77-86. https://doi.org/10.1260/1369-4332.16.1.77.
- Maity, D. and Tripathy, R.R. (2005), "Damage assessment of structures from changes in natural frequencies using genetic algorithm", Struct. Eng. Mech., 19(1), 21-42. http://doi.org/10.12989/sem.2005.19.1.021.
- Malekjafarian, A. and OBrien, E.J. (2014), "Identification of bridge mode shapes using short time frequency domain decomposition of the responses measured in a passing vehicle", Eng. Struct., 81, 386-397. https://doi.org/10.1016/j.engstruct.2014.10.007.
- Mortazavi, A., Togan, V. and Nuhoglu, A. (2017), "An integrated particle swarm optimizer for optimization of truss structures with discrete variables", Struct. Eng. Mech., 61(3), 359-370. https://doi.org/10.12989/sem.2017.61.3.359.
- Ni, P., Xia, Y., Law, S.S. and Zhu, S. (2014), "Structural damage detection using auto/cross-correlation functions under multiple unknown excitations", Int. J. Struct. Stab. Dyn., 14(05), 1440006. https://doi.org/10.1142/S0219455414400069.
- Pappa, R.S., Elliott, K.B. and Schenk, A. (1993), "Consistentmode indicator for the eigensystem realization algorithm", J. Guid. Control Dyn., 16(5), 852-858. https://doi.org/10.2514/3.21092.
- Peeters, B. and De Roeck, G. (1999), "Reference-based stochastic subspace identification for output-only modal analysis", Mech. Syst. Signal Pr., 13(6), 855-878. https://doi.org/10.1006/mssp.1999.1249.
- Seyedpoor, S. (2012), "A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization", Int. J. Nonlin. Mech., 47(1), 1-8. https://doi.org/10.1016/j.ijnonlinmec.2011.07.011.
- Siringoringo, D.M. and Fujino, Y. (2008), "System identification of suspension bridge from ambient vibration response", Eng. Struct., 30(2), 462-477. https://doi.org/10.1016/j.engstruct.2007.03.004.
- Tikhonov, A.N., Goncharsky, A., Stepanov, V. and Yagola, A.G. (1995), Numerical Methods For The Solution Of Ill-Posed Problems, Springer Science & Business Media.
- Wang, L., Yang, Z. and Waters, T. (2010), "Structural damage detection using cross correlation functions of vibration response", J. Sound Vib., 329(24), 5070-5086. https://doi.org/10.1016/j.jsv.2010.06.020.
- Zhang, M., Schmidt, R. and Markert, B. (2015), "Structural damage detection using auto correlation functions of vibration response under sinusoidal excitation", J. Phys.: Conf. Ser., 628(1), 012029. https://doi.org/10.1088/1742-6596/628/1/012029.