Housner, G. W. (1957). Dynamic pressures on accelerated fluid containers, Bulletin of the Seismological Society of America, Volume(4), page(15-35).
 Housner, G. W. (1963). The dynamic behavior of water tanks, Bulletin of the Seismological Society of America, Volume(53), page(381-387).
 Veletsos, A. S. and Yang, J. Y. (1977). Earthquake response of liquid storage tanks, Proceedings of the Second Engineering Mechanics Specialty Conference, ASCE, Raleigh, page(1-24).
 Haroun, M. A. and Housner, G. W. (1981). Seismic design of liquid storage tanks, ASCE J Tech Counc, volume(107), page(191-207).
 Veletsos, A. S. (1990). Seismic response of anchored steel tanks, Proceedings of the Third Symposium on Current Issues Related to Nuclear Power Plant Structures, Equipment and Piping (Gupta, A. K. Ed.), North Carolina State University, page(2-15).
 Fischer, F. D. and Rammerstorfer, F. G. and Scharf, K. (1991). Earthquake Resistant Design of Anchored and Unanchored Liquid Storage Tanks under Three-Dimensional Earthquake Excitation, G.I. Schuëller (Ed.), Springer Verlag, Berlin.
 Liu, W. K. and Lam, D. (1983). Nonlinear analysis of liquid ﬁlled tank, ASCE Journal of Engineering Mechanics, volume(109), page(1344-57).
 Natsiavas, S. Babcock, C. D. (1987). Buckling at the top of a ﬂuid-ﬁlled tank during base excitation, ASME Journal of Pressure Vessel Technology, volume(109), page(374-80).
 Nagashima, H. Kokubo, K. Takayanagi, M. Saitoh, K. Imaoka, T. (1987). Experimental study on the dynamic buckling of cylindrical tanks [Comparison between static buckling and dynamic buckling], JSME International Journal, volume(30), page(737-46).
 Redekop, D. Mirfakhraei, P. Muhammad, T. (2002). Nonlinear analysis of anchored tanks subject to equivalent seismic loading, In: Proceedings of the ASME pressure vessels and piping conference, volume(442), page(157-63).
 Virella, J. C. Godoy, L. A. Su´arez, L. E. )2006). Dynamic buckling of anchored steel tanks subjected to horizontal earthquake excitation, . Journal of Constructional Steel Research, volume(62), page(521–531).
 Virella, J. C. Godoy, L. A. Su´arez, L. E. (2006). Fundamental modes of tank–liquid systems under horizontal motions, Engineering Structures, volume(28), page(1450-61).
 Kianoush, M. R. Ghaemmaghami, A. R. (2011). The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil– structure interaction, Engineering Structures, volume(3), page(186-200).
 Buratti, N. Tavano, M. ( 2013). Dynammic bukling and seismic fragility of anchored steel tanks by the added mass method, Journal of the international association for earthquake engineering.
 Djermane, M. (2014). Dynamic buckling of steel tanks under seismic excitation: Numerical evaluation of code provisions, Engineering Structures, volume(70), page(181-96).
 Mandal, K. K. Maity, D. (2015). Nonlinear finite element analysis of elastic water storage tanks, Engineering Structures, volume(99), page(666-76).
 Veletsos, A. S. Shivakumar, P. (1997). Dynamic response of tanks containing liquids or solids. Department of Civil Engineering, Rice University, Houston, Texas,.
 Veletsos, A. S.) 1984(. Seismic response and design of liquid storage tanks. Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, ASCE, New York, page(255-370).
 Hudson, D. E. Housner, G. W. (1958). An analysis of strong motion accelerometer data from the San Francisco earthquake of March 22, 1957, Bull. Seism. Soc. Am, volume(48), page(253-68).
 Virella, J. C. Godoy, L. A. Su´arez, L. E. (2005). Effect of pre-stress states on the impulsive modes of vibration of cylindrical tank-liquid systems under horizontal motions, Journal of Vibration and Control.
 PEER. Pacific Earthquake Engineering Research Center. Ground motion database, NGAWEST2 project. Accessed on 4 July 2015 http://ngawest2.berkeley.edu.
 Baker, J. W. (2007). Quantitative classification of near-fault ground motions using wavelet analysis, Bulletin of the Seismological Society of America, volume(97), page(1486–1501).
 Shahi, S. K. (2013). A probabilistic framework to include the effects of near-fault directivity in seismic hazard assessment. Ph.D. Dissertation. Stanford University, Stanford, CA.
 American Society of Civil Engineers (ASCE)., (2010). Minimum design loads for buildings and other structures, ASCE 7-10. Reston, VA