[1] Au, S.-K. (2017). Operational Modal Analysis. Singapore: Springer Singapore, 152.
[2] Brincker, R. and Ventura, C. E. (2015). Introduction to Operational Modal Analysis. Chichester, UK: John Wiley & Sons, Ltd, 360.
[3] Dehaghi, M. A. Amiri, G. G. Hosseinzadeh, A. Z. and Razzaghi, S. A. S. (2020). Damage identification in cable-stayed bridges using modal data. Journal of Structural and Construction Engineering, vol. 7, no. 2, pp. 24–45. doi: 10.22065/jsce.2018.127340.1523.
[4] Kaveh, A. Hosseini, S. Vaez, R. Hosseini, P. and Fathali, M. A. (2019). A New Two-Phase Method for Damage Detection in Skeletal Structures. Iranian Journal of Science and Technology - Transactions of Civil Engineering, vol. 43, no. S1, pp. 49–65. doi: 10.1007/s40996-018-0190-4.
[5] Wei Fan. and Pizhong Qiao. (2011). Vibration-based Damage Identification Methods: A Review and Comparative Study. Structural Health Monitoring, vol. 10, no. 1, pp. 83–111. doi: 10.1177/1475921710365419.
[6] Yap, K. C. (2014). Topics in Modal Analysis I, Volume 7, vol. 45, no. 7. Cham: Springer International Publishing.
[7] Chen, J.G. Wadhwa, N. Cha, Durand, Y.-J. F. Freeman, W. T. and Buyukozturk, O. (2015). Modal identification of simple structures with high-speed video using motion magnification. Journal of Sound and Vibration, vol. 345, pp. 58–71. doi: 10.1016/j.jsv.2015.01.024.
[8] Schreier, H. Orteu, J. J. and Sutton, M. A. (2009). Image correlation for shape, motion and deformation measurements: Basic concepts, theory and applications. Boston, MA: Springer US.
[9] Dérian, P. (2013). Wavelets and Optical Flow Motion Estimation. Numerical Mathematics: Theory, Methods and Applications, vol. 6, no. 1, pp. 116–137. doi: 10.4208/nmtma.2013.mssvm07.
[10] Feng, M. Q. Fukuda, Y. Feng, D. and Mizuta, M. (2015). Nontarget Vision Sensor for Remote Measurement of Bridge Dynamic Response. Journal of Bridge Engineering, vol. 20, no. 12, p. 4015023. doi: 10.1061/(asce)be.1943-5592.0000747.
[11] Helfrick, M. N. Niezrecki, C. Avitabile, P. and Schmidt, T. (2011). 3D digital image correlation methods for full-field vibration measurement. Mechanical Systems and Signal Processing, vol. 25, no. 3, pp. 917–927. doi: 10.1016/j.ymssp.2010.08.013.
[12] Wang, W. Mottershead, J. E. Siebert, T. and Pipino, A. (2012). Frequency response functions of shape features from full-field vibration measurements using digital image correlation. Mechanical Systems and Signal Processing, vol. 28, pp. 333–347. doi: 10.1016/j.ymssp.2011.11.023.
[13] Yang, Y. et al. (2017). Blind identification of full-field vibration modes from video measurements with phase-based video motion magnification. Mechanical Systems and Signal Processing, vol. 85, pp. 567–590. doi: 10.1016/j.ymssp.2016.08.041.
[14] Javh, J. Slavič, J. and Boltežar, M. (2018). High frequency modal identification on noisy high-speed camera data. Mechanical Systems and Signal Processing, vol. 98, pp. 344–351. doi: 10.1016/j.ymssp.2017.05.008.
[15] Xie, B. Li, J. and Zhao, X. (2019). Research on damage detection of a 3D steel frame model using smartphones,” Sensors (Switzerland), vol. 19, no. 3, pp. 1–17. doi: 10.3390/s19030745.
[16] Liu, K. Du, Q. Yang, H. and Ma, B. (2010). Optical Flow and Principal Component Analysis-Based Motion Detection in Outdoor Videos,” EURASIP Journal on Advances in Signal Processing, vol. 2010, no. 1, p. 680623. doi: 10.1155/2010/680623.
[17] Yang, Y. et al. (2017). Blind identification of full-field vibration modes of output-only structures from uniformly-sampled, possibly temporally-aliased (sub-Nyquist), video measurements,” Journal of Sound and Vibration, vol. 390, pp. 232–256. doi: 10.1016/j.jsv.2016.11.034.
[18] Simoncelli, E. P. and Freeman, W. T. (1995). The steerable pyramid: a flexible architecture for multi-scale derivative computation. Proceedings., International Conference on Image Processing, vol. 3, pp. 444–447. doi: 10.1109/ICIP.1995.537667.
[19] Chen, J. G. Wadhwa, N. Cha, Y. J. Durand, F. Freeman, W. T. and Buyukozturk, O. (2015). Modal identification of simple structures with high-speed video using motion magnification,” Journal of Sound and Vibration. doi: 10.1016/j.jsv.2015.01.024.
[20] LTD, D. E.-R. S. P. Baldock, U. Hertfordshire, U. (2000). Modal testing: theory, practice and application. Mechanical engineering research studies. Research Studies Press, vol. 171, pp. 415–437.
[21] Talebsafa, P. Rezaifar, O. and Naderpour, H. (2021). Modal identification in order to bridges health monitoring in time domain based on complexity pursuit method. Journal of Transportation Infrastructure Engineering. doi: 10.22075/jtie.2021.21421.1485.
[22] Qiyami Taklymi, S. M. (2018). Experimental and Analytical Study of 3D panels with shotcrete materials consistent with sustainable development patterns. Master of science. Semnan University.
[23] Khanahmadi, M. Rezayfar, O. and Gholhaki. M. (2019). Damage Detection Of Prefabricated Walls (Panel 3D Plates) Based On Wavelet Transform Detection Algorithm. Journal of Structural and Construction Engineering, doi: 10.22065/jsce.2019.197470.1923.
[24] Kong, Q. Kwon, Y.-W. Schreierz, L. Allen, S. Allen, R. and Strauss, J. (2015). Smartphone-based networks for earthquake detection. in: 2015 15th International Conference on Innovations for Community Services (I4CS). pp. 1–8, doi: 10.1109/I4CS.2015.7294490.
[25] Kong, Q. Allen, R. M. Kohler, M. D. Heaton, T. H. and Bunn, J. (2018). Structural Health Monitoring of Buildings Using Smartphone Sensors. Seismological Research Letters, vol. 89, no. 2A, pp. 594–602, Mar. doi: 10.1785/0220170111.