[1] Westergaard, H.M. (1933). Water Pressure on Dams during Earthquakes. Transaction American Society of Civil Engineering, 98.
[2] Housner, G.W. (1957). Dynamic Pressure on Accelerated Fluid Containers. Bulletin of the Seismological Society of American, 47, 15-37.
[3] Singhal, A.C. (1991). Comparison of Computer Code for Seismic Analysis of Dams. Computers and Structures, 38, 107-112.
[4] Mays J.R., & Roehm, L.H. (1991). Hydrodynamic Pressure in a Dam Reservoir System. Computers and Structures, 40, 281-291.
[5] Yang, J. (1976). Dynamic Behavior of Fluid-Tank System. Ph.D. Thesis, Civil Engineering, Rice University Houston, Texas.
[6] Haroun, M.A., & Housner, G.W. (1981). Seismic Design of Liquid Storage Tanks. Journal of the Technical Councils of ASCE, 191-207.
[7] Park, J.H., Koh, H.M., & Kim, J. (1990). Liquid-Structure Interaction Analysis by Coupled Boundary Element-Finite Element Method in Time Domain. Proceedings of the 7th International Conference on Boundary Element Technology, Southampton, England, 89-92.
[8] Kim, J., & Koh, K.I. (1996). Dynamic Response of Rectangular Flexible Fluid Containers. Journal of Eng. Mechanics, ASCE, 122(9), 807-816.
[9] Ghaemmaghami, A.R., & Kianoush, M.R. (2010). Effect of Wall Flexibility on Dynamic Response of Concrete Rectangular Liquid Storage Tanks under Horizontal and Vertical Ground Motions. Journal of Structural Engineering, 136(4).
[10] Kianoush, M.R., Mirzabozorg, H., & Ghaemian, M. (2006). Dynamic Analysis of Rectangular Liquid Containers in Three-Dimensional Space. Canadian Journal of Civil Engineering, 33, 501-507.
[11] Chen, J.Z., & Kianoush, M.R. (2005). Seismic Response of Concrete Rectangular Tanks for Liquid Containing Structures. Canadian Journal of Civil Engineering, 32, 739-752.
[12] Ibrahim, AR. (2005). Liquid Sloshing Dynamics, Theory and Applications. Wayne State University, Michigan: Department of Mechanical Engineering, Cambridge University Press.
[13] Souto-Iglesias, A., Delorme L., Perez-Rojas L., & Abril-Perez S. (2006). Liquid Moment Amplitude Assessment in Sloshing Type Problems with Smooth Particle Hydrodynamics. Ocean Engineering, 33, 1462-1484.
[14] Akyildiz, H., & Unal, NE. (2006). Sloshing in a Three-Dimensional Rectangular Tank: Numerical Simulation and Experimental Validation. Ocean Engineering, 33, 2135-2149.
[15] Saghi, H. (2016). The pressure distribution on the rectangular and trapezoidal storage tanks' perimeters due to liquid sloshing phenomenon. International Journal of Naval Architecture and Ocean Engineering, 8(2), 153-168.
[16] Saghi, H., & Lakzian, E. (2017). Optimization of the rectangular storage tanks for the sloshing phenomena based on the entropy generation minimization. Energy, 128, 564-574.
[17] Saghi, H. (2018). Entropy generation minimization for the sloshing phenomenon in half-full elliptical storage tanks. Physica A: Statistical Mechanics and its Applications, 491, 972-983.
[18] Haroun, M.A. (1983). Vibration Studies and Test of Liquid Storage Tanks. Earthquake Engineering and Structural Dynamics, 11, 190-206.
[19] Chantasiriwan, S. (2009). Modal Analysis of Free Vibration of Liquid in Rigid Container by the Method of Fundamental Solutions. Engineering analysis with boundary elements, 33(5), 726-730.
[20] Godderidge, B., Turnock, S., Tan, M., & Earl, C. (2009). AN Investigation of Multiphase CFD Modeling of a Lateral Sloshing Tank. Computers & Fluids, 38, 183-93.
[21] Sriram, V., Sannasiraj, S.A., & Sundar, V. (2006). Numerical Simulation of 2D Sloshing Waves Due to Horizontal and Vertical Random Excitation. Apple Ocean Res, 28, 19-32.
[22] Chen, Y.G., Djidje, K., & Price, W.G. (2009). Numerical Simulation of Liquid Sloshing Phenomena in Partially Filled Containers. Computers & Fluids, 38, 830-842.
[23] Kalyani, A.P., Panchal, V.R., & Soni, D.P. (2015). Seismic Response of Elevated Liquid Storage Steel Tanks Isolated by VCFPS at Top of Tower under Near-Fault Ground Motions. International Journal of Emerging Trends in Electrical and Electronics, 11(2).
[24] Upadhyay, S., & Patel, C. (2016). Response of Elevated Water Tank subjected to near-fault and far-field earthquakes. Multi-disciplinary Sustainable Engineering: Current and Future Trends: Proceedings of the 5th Nirma University International Conference on Engineering, Ahmedabad: India, ISBN: 978-1-138-02845-6, 35-40.
[25] Soleymani, K., & Hosseini, M. (2013). Effects of Near-Field Earthquakes on Elevated Cylindrical Water Tanks. Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), Hokkaido: Japan, Hokkaido University, 1-4.
[26] Rebouillat, S., & Liksonov D. (2010). Fluid-Structure Interaction in Partially Filled Liquid Containers: A Comparative Review of Numerical Approaches. Computers & Fluids, 39, 739-746.
[27] Moslemi, M., Farzin, A., & Kianoush, M. R. (2019). Nonlinear sloshing response of liquid-filled rectangular concrete tanks under seismic excitation. Engineering Structures, 188, 564-577.
[28] Hejazi, F. S. A., & Mohammadi, M. K. (2019). Investigation on sloshing response of water rectangular tanks under horizontal and vertical near-fault seismic excitations. Soil Dynamics and Earthquake Engineering, 116, 637-653.
[29] Sweedan, A. M. I., & El Damatty, A. A. (2000). Shake table testing of conical tank models. In Proceeding of the third structural specialty conference, 177-84.
[30] El Damatty, A. A., Saafan, M. S., & Sweedan, A. M. I. (2005). Dynamic characteristics of combined conical-cylindrical shells. Thin-Walled Structures, 43(9), 1380-1397.
[31] El Damatty, A. A., Saafan, M. S., & Sweedan, A. M. I. (2005). Experimental study conducted on a liquid-filled combined conical tank model. Thin-Walled Structures, 43(9), 1398-1417.
[32] ACI Committee 350, (2001), Seismic Design of Liquid-Containing Concrete Structures (ACI 350.3-01) and Commentary (ACI 350.3R-01), Farmington Hills: American Concrete Institute.
[33] Goudarzi, M. A., & Sabbagh-Yazdi, S. R. (2008). Evaluating 3D earthquake effects on sloshing wave height of liquid storage tanks using finite element method. Journal of Seismology and Earthquake Engineering, 10(3), 123-136.