PSI - Issue 78
A. Romanazzi et al. / Procedia Structural Integrity 78 (2026) 777–784
784
Acknowledgements The financial support of “RELUIS -DPC 2024-2025 Research Project WP6 – Monitoring and Satellite Data” is gratefully acknowledged. References Bassevill M., Nikiforov I., 1993. Digital signal processing: detection of abrupt changes. Prentice Hall Inc., Division of Simon and Schuster One Lake Street Upper Saddle River, New Jersey. Chopra A.K., 1995. Dynamic of structures, theory and applications to earthquake engineering. Pearson Prentice Hall, Englewood Cliffs Cohen L., 1989. Time-frequency distributions-a review. In Proceedings of the IEEE, 77, 941-981. Ditommaso R., Mucciariello M., Carlo Ponzo F., 2012. Analysis of non-stationary structural systems by using a band variable filter. Bulletin of Earthquake Engineering, 10, 895−911. Entezami A., Shariatmadar H., 2019. Structural health monitoring by a new hybrid feature extraction and dynamic time warping methods under ambient vibration and non-stationary signals. Measurement, 134, 548 – 568. Gabor D., 1946. Theory of communications. Journal of the institution of electrical engineering, 93, 429-457. Gong M.S., Kashima T., Xie L.L., 2010. Structural time-varying modal parameter identification based on its strong motion records. Journal of vibration and shock, 29, 171−175. Gustafsson F., 2001. Adaptive filtering and change detection. John Wiley and Sons LTD., New York. Hsu T.Y., Loh C.H., 2013. A frequency response function change method for damage localization and quantification in a shear building underground excitation. Earthquake Engineering and Structural Dynamics, 42, 653−668. Ibrahim S., Mikulcik E., 1973. A time-domain modal vibration test technique. The shock and vibration bulletin, 43, 21 – 37. Juang J., Pappa R., 1985. An eigensystem realization algorithm for modal parameter identification and model reduction. Journal of guidance, control and dynamics, 8, 620-627. Lennart L., 1999. System Identification. Theory for the User (2nd edition). Prentice Hall PTR, Upper Saddle River, New Jersey. Perez-Ramirez C.A., Amezquita-Sanchez J.P., Adeli H., Valtierra-Rodriguez M., Romero-Troncoso R.D.J., Dominguez-Gonzalez A., Osornio Rios R.A., 2016. Time-frequency techniques for modal parameters identification of civil structures from acquired dynamic signals. Journal of vibroengineering, 18, 3164 – 3185. Romanazzi A., Scocciolini D., Savoia M., Buratti N., 2023. Iterative hierarchical clustering algorithm for automated operational modal analysis. Automation in construction, 156, 4. Shi, Y.F., Chang, C.C., 2012. Substructural time varying parameter identification using wavelet multiresolution approximation. Journal of Engineering Mechanics, 138, 50−59. Tomassetti U., Grottoli L., Sharma S., Graziotti F., 2019. Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending. Data in brief, 24, 103854. Yi, T.H., Li H.N., Wang G.X., 2006. Structural modal parameter identification based on wavelet transform. Journal of Vibration Engineering, 19, 51−56. Young R.K., 1993. Wavelet theory and its applications. Springer New York, New York.
Made with FlippingBook Digital Proposal Maker