[1]. Sirca, Jr. and Adeli, H. (2012). System identification in structural engineering. Scientia Iranica, 19 (6), 1355-1364.
[2]. Mbarek, A., Del Rincon, A.F., Hammami, A., Iglesias, M., Chaari, F., Viadero, F., Haddar, M., (2018). Comparison of experimental and operational modal analysis on a back to back planetary gear. Mechanism and Machine Theory, 000, 1–22.
[3]. Giraldo, D.F., Song, W., Dyke, S.J. and Caicedo, J.M. (2009). Modal identification through ambient vibration: comparative study. J. Eng. Mech., 135, 759–770.
[4]. Brincker, R. and Kirkegaard, P.H. (2010). Special issue on operational modal analysis. Mech. Syst. Signal Process., 24, 1209–1212.
[5]. Orlowitz, Esben and Brandt, Anders. (2017). Comparison of experimental and operational modal analysis on a laboratory test plate. Measurement, 102, 121–130.
[6]. Peeters, B., Cornelis, B., Janssens, K. and Van Der Auweraer, H. (2007). Removing disturbing harmonics in operational modal analysis. In Proceedings of International Operational Modal Analysis Conference, Copenhagen, Denmark.
[7]. Brincker, R. (2014). Some elements of operational modal analysis. Shock Vib., 2014, 1–11.
[8]. Felber, A.J. (1994). Development of a hybrid bridge evaluation system. Ph.D. Dissertation, University of British Columbia, Vancouver, Canada.
[9]. Zhang, G., Tang, B. and Tang, G. (2012). An improved stochastic subspace identification for operational modal analysis. Measurement, 45(5), 1246-1256.
[10]. Peeters, B. and De Roeck, G., 2001. Stochastic system identification for operational modal analysis: a review. Journal of Dynamic Systems, Measurement, and Control, 123(4), 659-667.
[11]. Brincker, R. and Andersen, P. (2006). Understanding stochastic subspace identification. Proc. 24th IMAC, St. Louis, Missouri, United States, 279–311.
[12]. Reynders, E., Maes, K., Lombaert, G. and De Roeck, G. (2016). Uncertainty quantification in operational modal analysis with stochastic subspace identification: validation and applications. Mechanical Systems and Signal Processing, 66, 13-30.
[13]. Brincker, R. and Ventura, C. (2015), Introduction to Operational Modal Analysis, John Wiley & Sons Ltd., Chichester, West Sussex, United Kingdom.
[14]. Mellinger, P., Döhler, M. and Mevel, L. (2016). Variance estimation of modal parameters from output-only and input/output subspace-based system identification. Journal of Sound and Vibration, 379, 1-27.
[15]. Rainieri, C. and Fabbrocino, G. (2014). Operational Modal Analysis of Civil Engineering Structures: An Introduction and Guide for Applications. Springer, New York.
[16]. Brincker R, Lago¨ TL, Andersen P, Ventura CE. (2005). Improving the classical geophone sensor element by digital correction. In: Proc XXIII International Modal Analysis Conference, Kissimmee, FL.
[17]. Cyrille, S. (2012). Sensor placement for modal identification. Mechanical Systems and Signal Processing, 27, 461–470.
[18]. Wang, L., Song, R., Wu, Y., and Hu, W. (2016). Statistically Filtering Data for Operational Modal Analysis under Ambient Vibration in Structural Health Monitoring Systems. In MATEC Web of Conferences, Vol. 68, 14010.
[19]. Alamdari, M. M., Li, J. and Samali, B. (2014). FRF-based damage localization method with noise suppression approach. Journal of Sound and Vibration, 333(14), 3305-3320.
[20]. Brandt, A. (2019). A signal processing framework for operational modal analysis in time and frequency domain. Mechanical Systems and Signal Processing 115, 380–393.
[21]. Rainieri, C. and Fabbrocino, G., (2010). Automated output-only dynamic identification of civil engineering structures. Mechanical Systems and Signal Processing, 24(3), 678-695.
[22]. Bonness W.K., Jenkins D.M. (2015) Removing Unwanted Noise from Operational Modal Analysis Data. In: Mains M. (eds) Topics in Modal Analysis, Volume 10. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, Cham
[23]. Jiang, X. and Adeli, H. (2004). Wavelet packet-autocorrelation function method for traffic flow pattern analysis. Comput. Civ. Infrastruct. Eng., 19, 324–337.
[24]. Reynders, E. and De Roeck, G. (2008). Reference-based combined deterministic-stochastic subspace identification for experimental and operational modal analysis. Mech. Syst. Signal Process., 22, 617–637.
[25] Au, S.K., Brownjohn, J.M.W., Mottershead, J.E., (2018). Quantifying and managing uncertainty in operational modal
Analysis. Mechanical Systems and Signal Processing 102, 139–157.
[26]. Zhang, J., Prader, J., Grimmelsman, K. A., Moon, F., Aktan, A. E., and Shama, A. (2012). Experimental vibration analysis for structural identification of a long-span suspension bridge. Journal of Engineering Mechanics, 139(6), 748-759.
[27]. Adeli, H., & Jiang, X. (2006). Dynamic fuzzy wavelet neural network model for structural system identification. Journal of Structural Engineering, 132(1), 102-111.
[28]. Moaveni, B., & Asgarieh, E. (2012). Deterministic-stochastic subspace identification method for identification of nonlinear structures as time-varying linear systems. Mechanical Systems and Signal Processing, 31, 40-55.
[29]. Perry, M.J. and Koh, C.G. (2008). Output-only structural identification in time domain: Numerical and experimental studies. Earthq. Eng. Struct. Dyn., 37, 517–533.
[30]. Makki Alamdari, M., Samali, B., Li, J., Kalhori, H., and Mustapha, S. (2015). Spectral-based damage identification in structures under ambient vibration. Journal of Computing in Civil Engineering, 30(4), 04015062.
[31]. Moaveni, B., Barbosa, A. R., Conte, J. P. and Hemez, F. M. (2014). Uncertainty analysis of system identification results obtained for a seven-story building slice tested on the UCSD-NEES shake table. Struct. Control Heal. Monit., 21, 466–483.
[32]. Wu, Z., and Huang, N. E. (2009). Ensemble empirical mode decomposition: a noise-assisted data analysis method. Advances in adaptive data analysis, 1(01), 1-41.
[33]. ANSYS Documentation, Mechanical APDL, Element Reference, Element Library, BEAM 188.
[34]. Chopra, A.K. (2001). Dynamics of structures : theory and applications to earthquake engineering, Prentice Hall, USA.
[35]. Mostafavian, S. A., Davoodi, M. R., Vaseghi Amiri, J. (2012). Ball joint behavior in a double layer grid by dynamic model updating. Journal of Constructional Steel Research, 76, 28–38.
[36]. Allemang, R. J. (2003). The modal assurance criterion–twenty years of use and abuse. Sound and vibration, 37(8), 14-23.
[37]. Gkoktsi, K., Giaralis, A., and TauSiesakul, B. (2016). Sub-Nyquist signal-reconstruction-free operational modal analysis and damage detection in the presence of noise. In SPIE Smart Structures and Materials+ Nondestructive Evaluation and Health Monitoring, International Society for Optics and Photonics, 980312-980312.