[1] Farrar, C.R., Baker, W.E., Bell, T.M., Cone, K.M., Darling, T.W., Duffey, T.A., Eklund, A. and Migliori, A. (1994). Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande. NM (United States): Los Alamos National Lab.
[2] Jedari Zarezadeh, F., Farzam, M. and Dadashzadeh, M. (2022). Wavelet-based analysis of dynamic response for damage localization in reinforced concrete beams using machine learning. In: 6th International Conference on Structural Engineering, Amirkabir University of Technology, Tehran, Iran.
[3] Giordano, P.F., Quqa, S. and Limongelli, M.P. (2023). The value of monitoring a structural health monitoring system. Structural Safety, 100, 102280.
[4] Hatt, W.K. (1907). Notes on the effect of time element in loading reinforced concrete beams. Proc. ASTM, 7, 421-433.
[5] Li, H.U., Li, S.H., Ou, J. and Li, H.O. (2009). Modal identification of bridges under varying environmental conditions: Temperature and wind effects. Structural Control and Health Monitoring, 17(5), 495-512.
[6] Farrar, C.R. and Jauregui, D. (1998). Comparative study of damage identification algorithms applied to a bridge: I. Experiment. Smart Material and Structures, 7(5), 704-719.
[7] Teimouri, H., Davoodi, M.R. and Mostafavian, S.A. (2018). Detecting damage location and severity in a double layer grid using modal strain energy method and data fusion. Journal of Structural and Construction Engineering, 7(3), 35-54.
[8] Samaei, S.R. and Ghodsi Hassanabad, M. (2022). Damage location and intensity detection in tripod jacket substructure of wind turbine using improved modal strain energy and genetic algorithm. Journal of Structural and Construction Engineering, 9(4), 182-202.
[9] Liew, K.M. and Wang, Q. (1998). Application of Wavelet Theory for Crack Identification in Structures. Journal of Engineering Mechanics, 7, 124-152.
[10] Chang, C. and Chen, L. (2003). Vibration damage detection of a Timoshenko beam by spatial wavelet-based approach. Applied Acoustics, 64, 1217-1240.
[11] Rucka, M. and Wilde, K. (2006). Application of continuous wavelet transform in vibration-based damage detection method for beams and plates. Journal of Sound and Vibration, 297, 536-550.
[12] Shahsavari, V., Chouinard, L. and Bastien, J. (2017). Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test. Engineering Structures, 132, 494-507.
[13] Alvandi, A., Bastien, J., Gregoire, E. and Jolin, M. (2009). Bridge integrity assessment by continuous wavelet transforms. International Journal of Structural Stability and Dynamics, 9(1): 11-43.
[14] Messina, A. (2008). Refinements of damage detection methods based on wavelet analysis of dynamical shapes. International Journal of Solids and Structures, 45, 4068-4097.
[15] Tjirkallis, A. and Kyprianou, A. (2016). Damage detection under varying environmental and operational conditions using Wavelet Transform Modulus Maxima decay lines similarity. Mechanical Systems and Signal Processing, 66-67, 282-297.
[16] Yan, A.M., Kerschen, G., Boe, P.D. and Golinval, J.C. (2005). Structural damage diagnosis under varying environmental conditions-Part I: A linear analysis. Mechanical Systems and Signal Processing, 19, 847- 864.
[17] Bellino, A., Fasana, A., Garibaldi, L. and Marchesi Ello, S. (2010). PCA-based detection of damage in time-varying systems. Mechanical Systems and Signal Processing, 24, 2250-2260.
[18] Ganjdoust, F., Kefal, A. and Tessler, A. (2023). A novel delamination damage detection strategy based on inverse finite element method for structural health monitoring of composite structures. Mechanical Systems and Signal Processing, 192, 110202.
[19] Jahangiri, M. and Ahmadi Nedushan B. (2017). Performance Investigation of Metaheuristic Niched-Pareto Genetic Algorithm for Imperfection Assessment of Structures. Journal of Structural and Construction Engineering, 5(4), 179-194.
[20] Singh, P., Ansu, A.K. and Kumari, P. (2022). Finite element modelling and analysis of damage detection in concrete beams using piezoelectric patches. Materialstody: Proceedings, 63, 520-526.
[21] Ehsani, R. and Zibaei Aliabad, R. (2022). Numerical study of progressive failure mechanism in steel frames with CFST columns. Journal of Structural and Construction Engineering, 9(1), 54-76.
[22] Thorenfeldt, E., Tomaszewicz, A. and Jensen, J.J. (1987). Mechanical properties of high-strength concrete and application in design. Proceedings of the Symposium on Utilization of High-Strength Concrete. Tapir, Trondheim, Norway. 149-159.
[23] Babuska, I. and Melenk, J.M. (1997). The Partition of Unity Method. International Journal for Numerical Methods in Engineering, 40, 4, 727-758.
[24] Dassault-Systems (2012). Abaqus Analysis User´s Guide 6.13, U.S.A.
[25] Rybicki, E.F. and Kanninen, M.F. (1977). A finite element calculation of stress intensity factors by a modified crack closure integral. Engineering Fracture Mechanics, 9(4), 931-938.
[26] Reddiar, M.K.M. (2009). Stress-Strain model of unconfined and confined concrete and stress block parameters. M.S. Thesis. Publication Series of the Office of Texas A&M University.
[27] Akansu, A. and Haddad, R.A. (2001). Multiresolution Signal Decomposition. Second edition. Cambridge, Massachusetts, Academic Press, 391-442.
[28] Nourani, V., Dadashzadeh, M., Eslamian, S. (2022). Application of Integral Transforms in Flood Studies. In Eslamian S, Eslamian F (Ed.). Flood Handbook: Analysis and Modeling. CRC Press, Taylor & Francis Group, Boca Raton.
[29] Bussow, R. (2007). An algorithm for the continuous Morlet wavelet transform. Mechanical system and signal processing, 21, 2970-2979.
[30] Montanari, L., Spagnoli, A., Basu, B. and Broderick, B. (2015). On the effect of spatial sampling in damage detection of cracked beams by continuous wavelet transform. Journal of Sound and Vibration, 345, 233-249.
[31] Mardia, K.V., Kent, J.T. and Bibby, J.M. (2003). Multivariate Analysis, London: Academic Press.
[32] Lu, S., Jiang, M., Wang, X. and Yu, H. (2019). Damage detection method of CFRP structure based on fiber Bragg grating and principal component analysis, Optik: 178, 858-867.