[1] Larson, A.C. and R. Von Dreele, Los Alamos National Laboratory Report No. 1987, LA-UR-86-748.
[2] Rezaiee-Pajand, M., M.S. Kazemiyan, and A. Aftabi. S, Static Damage Identification of 3D and 2D Frames. Mechanics Based Design of Structures and Machines, 2014. 42(1): p. 70-96.
[3] Haddad, A., D. Rezazadeh Eidgahee, and H. Naderpour, A probabilistic study on the geometrical design of gravity retaining walls. World Journal of Engineering, 2017. (14)5: p. 414-422.
[4] Naderpour, H. and P. Fakharian, A synthesis of peak picking method and wavelet packet transform for structural modal identification. KSCE Journal of Civil Engineering, 2016. 20(7): p. 2859-2867.
[5] Stubbs, N. and J.T. Kim, Damage localization in structures without baseline modal parameters. AIAA, 1996. 34: p. 1644-1649.
[6] Maeck, J., et al., Damage identification in reinforced concrete structures by dynamic stiffness determination. Engineering Structures, 2000. 22(10): p. 1339-1349.
[7] Maeck, J. and G.D. Roeck, Damage assessment of a gradually damaged rc beam using dynamic system identification, in Kasteelpark Arenberg 40. Department of Civil Engineering, Structural Mechanics, K.U.Leuven, 2002.
[8] Kokot, S. and Z. Zembaty, Damage reconstruction of 3D frames using genetic algorithms with Levenberg–Marquardt local search. Soil Dynamics and Earthquake Engineering, 2009. 29(2): p. 311-323.
[9] Yoon, M.-K., et al., Local Damage Detection with the Global Fitting Method Using Mode Shape Data in Notched Beams. Journal of Nondestructive Evaluation, 2009. 28(2): p. 63-74.
[10] Park, J.-H., et al., Sequential damage detection approaches for beams using time-modal features and artificial neural networks. Journal of Sound and Vibration, 2009. 323(1): p. 451-474.
[11] Sung, S.H., K.Y. Koo, and H.J. Jung, Modal flexibility-based damage detection of cantilever beam-type structures using baseline modification. Journal of Sound and Vibration, 2014. 333(18): p. 4123-4138.
[12] Eraky, A., et al., Damage detection of flexural structural systems using damage index method – Experimental approach. Alexandria Engineering Journal, 2015. 54(3): p. 497-507.
[13] Limongelli, M.P., et al., Damage detection in a post tensioned concrete beam – Experimental investigation. Engineering Structures, 2016. 128: p. 15-25.
[14] Deobald, L.R. and R.F. Gibson, Determination of elastic constants of orthotropic plates by a modal analysis/Rayleigh-Ritz technique. Journal of Sound and Vibration, 1988. 124(2): p. 269-283.
[15] Cao, T.T. and D.C. Zimmerman, Application of Load Dependent Ritz Vectors in Structural Damage Detection, in Conference: 1997 IMAC XV – 15th International Modal Analysis Conference. 1997. p. 1319-1324.
[16] Li, Y.Y., et al., Identification of damage locations for plate-like structures using damage sensitive indices: strain modal approach. Computers & Structures, 2002. 80(25): p. 1881-1894.
[17] Sohn, H. and K.H. Law, Application of load-dependent Ritz vectors to Bayesian probabilistic damage detection. Probabilistic Engineering Mechanics, 2000. 15(2): p. 139-153.
[18] Sarker, L., et al., Damage detection of circular cylindrical shells by Ritz method, in 9th International Conference on Damage Assessment of Structures. 2011.
[19] García, P.M., J.V. Araújo dos Santos, and H. Lopes, A new technique to optimize the use of mode shape derivatives to localize damage in laminated composite plates. Composite Structures, 2014. 108: p. 548-554.
[20] Maghsoodi, A., A. Ghadami, and H.R. Mirdamadi, Multiple-crack damage detection in multi-step beams by a novel local flexibility-based damage index. Journal of Sound and Vibration, 2013. 332(2): p. 294-305.
[21] Gharighoran, A., F. Daneshjoo, and N. Khaji, Use of Ritz method for damage detection of reinforced and post-tensioned concrete beams. Construction and Building Materials, 2009. 23(6): p. 2167-2176.
[22] Chopra, A.K., Dynamics of Structures: Theory and Applications to Earthquake Engineering. 2007: Pearson/Prentice Hall.
[23] Doebling, S.W., et al., Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature reviwe, in Research report LA-13070-MS, ESA-EA Los Alamos National Laboratory. 1996: Los Alamos, NM, USA.
[24] Ilanko, S., L. Monterrubio, and Y. Mochida, The Rayleigh-Ritz method for structural analysis. 2015: John Wiley & Sons.
[25] Alaylioglu, H. and A. Alaylioglu, Finite element and experimental bases of a practical bridge management and maintenance system. Computers & Structures, 1999. 73(1–5): p. 281-293.
[26] Rezaiee-Pajand, M. and M. Moayyedian, Finite Element Theory. null. Vol. null. 2004. null.
[27] Kokot, S. and Z. Zembaty, Vibration based stiffness reconstruction of beams and frames by observing their rotations under harmonic excitations—numerical analysis. Engineering Structures, 2009. 31(7): p. 1581-1588.