[1] Housner, George W. “The behavior of inverted pendulum structures during earthquakes.” Bulletin of the seismological society of America 53.2 (1963): 403417.
[2] Haroun, M.A. (1984), “Stress analysis of rectangular walls under seismically induced hydrodynamic loads”, Bull. Seism. Soc. Am., 74, 1031-1041.
[3] Kim, J.K., Koh, H.M. and Kwahk, I.J. (1996), “Dynamic response of rectangular flexible fluid containers”, J. Engng. Mech., ASCE, 122, 807-817.
[4] Livaoglu, R., and A. Dogangun. “Effect of foundation embedment on seismic behavior of elevated tanks considering fluid–structure-soil interaction.” Soil Dynamics and Earthquake Engineering 27.9 (2007): .368-558
[5] Livaoğlu, R., and A. Doğangün. “Simplified seismic analysis procedures for elevated tanks considering fluid–structure–soil interaction.” Journal of fluids and structures 22.3 (2006): 421-439.
[6] Salehi S, Davoudi M, Kalani L. Analysis of steel elevated water tanks considering water-structure interaction under earthquakes. 6th National Congress for Civil Engineering. 1390.
[7] Curadelli, O., Ambrosini, D., Mirasso, A., & Amani, M. (2010). Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement. Journal of Fluids and Structures, 26(1), 148-159.
[8] Shakib H, Menbari F, Fooladvand A. Investigating seismic performance of elevated water tanks considering soil-structure interaction. 3rd International Conference of Structural and Earthquake Engineering, 1391.
[9] Poorbagheri H, Ashtari P, Seyedrazaghi M. Waterstructure interaction using finite element method for potential and displacement related components in elevated water tanks. 6th National Congress for Civil Engineering, 1390.
[10] Shenton, H. W., & Hampton, F. P. (1999). Seismic response of isolated elevated water tanks. Journal of Structural Engineering, 125(9), 965-976.
[11] Ashtari P, Seyedrazaghi M, Poorbagheri H.Investigating water and tank interaction for different tank shapes. 6th National Congress for Civil Engineering, 1390.
[12] Hirde, Suchita, Asmita Bajare, and Manoj Hedaoo. “Seismic performance of elevated water tanks.” International Journal of Advanced Engineering Research and Studies, IJAERS 1 (2011): 78-87.
[13] Ghanem, R., & Shinozuka, M. (1995). Structuralsystem identification. I: Theory. Journal of Engineering Mechanics, 121(2), 255-264.
[14] Alvin, K. F., Robertson, A. N., Reich, G. W., & Park, K. C. (2003). Structural system identification: from reality to models. Computers & structures, 81(12), .6711-9411
[15] Bahar O, Yadegari J. Identification of modal parameters based on ambient data using SIP. Magazine of Civil Engineering and Survey, Vol 44, No 1, pp. 121130, 1389.
[16]Yarnold, M. T., Moon, F. L., & Emin Aktan, A. (2015). Temperature-based structural identification of longspan bridges. Journal of Structural Engineering, 141(11), 04015027.
[17] Astroza, R., Ebrahimian, H., Conte, J. P., Restrepo, J. I., & Hutchinson, T. C. (2016). System identification of a full‐scale five‐story reinforced concrete building tested on the NEES‐UCSD shake table. Structural Control and Health Monitoring, 23(3), 535-559.
[18] Ranković, V., Grujović, N., Divac, D., & Milivojević, N. (2014). Development of support vector regression identification model for prediction of dam structural behaviour. Structural Safety, 48, 33-39.
[19] Amezquita-Sanchez, J. P., & Adeli, H. (2016). Signal processing techniques for vibration-based health monitoring of smart structures. Archives of Computational Methods in Engineering, 23(1), 1-15.
[20] Reynders, E., Wursten, G., & De Roeck, G. (2014). Output-only structural health monitoring in changing environmental conditions by means of nonlinear system identification. Structural Health Monitoring, 13(1), 82-93.
[21] Khatibi M, Moradi M, Ashoori M. Ambient vibration analysis of structures using frequency decomposition methods. 14th Students Civil Engineering Conference, 1387.
)