1. 1. ACI 350.3-06. (2006). “Seismic Design of Liquid-Containing Concrete Structures (ACI 350.3-06) and Commentary (350.3R-06).” American Concrete Institute (ACI) Committee 350, Environmental Engineering Concrete Structures, Farmington Hills, Mich.
   2. Draft IS: 1893 (Part-II, Liquid Retaining Tanks) Criteria for Earthquake Resistant Design of Structures,Bureau of Indian standards, New Delhi, India
   3. G.W. Housner (1963). “The behaviour of inverted Pendulum Structures during Earthquake”. Bulleting of the Seismological Society of America, Vol. 53 (2), Pp. 403-417.
   4. IITK-GSDMA . Guidelines for Seismic Design of Liquid Storage Tanks.
   5. Livaoglu, R. (2008). Investigation of seismic behaviour of fluid-rectangular tank-soil/foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering, Vol.28 (2), Pp-132-146.
   6. Praveen.K.Molhotra (2006). “Earthquake induced sloshing in the tanks with insufficient freeboard”, Structural Engineering International paper, Vol.25 (6) Pp.56-86
   7. Sekhar Chandra Dutta, Somnath Dutta, Rana Roy(2009), “Dynamic behavior of R/C elevated tanks with soil structure interaction,” Elsevier Engineering structures Vol. 31 (2009) Pp2617-2625.
   8. Tang, Y. Ma. D. and Chang.Y. (1991). "Sloshing Response in a Tank Containing Two Liquids," Proceedings of the 1991ASME PVP Conference, Vol. 223 (9), pp. 97-104
   9. Veletsos, A.S. and Tang, Y. (1986). “Dynamics of vertically excited liquid storage tanks”, ASCE Journal of Structural Engineering, Vol.112(6), Pp.1228–1246.