References
[1]. American Petroleum Institute. (1980). Standard 650.
Steel Tanks for Oil Storage (7th ed.), Washington.
[2]. ANSYS®2019 R1. (2019). Ansys 2019 R1 Delivers
Speed and Ease of Use for Engineers Solving Next-
Generation Product Challenges. Retrieved from https://
www.ansys.com/about-ansys/news-center/01-29-19-
ansys-2019-r1-delivers-speed-ease-of-use-engineerssolving-
next-generation-challenges
[3]. Blevins, R. (1979). Formulas for Natural Frequency
and Mode Shape, New York : Van Nostrand Reinhold Co.
[4]. Chen, G., & Xing, R. (2009). History of storage tank antiseismic
research, Science & Technology Information, 33,
812–814.
[5]. Elkholy, S. A., Elsayed, A. A., El-Ariss, B., & Sadek, S. A.
(2014). Optimal finite element modelling for modal
analysis of liquid storage circular tanks. International
Journal of Structural Engineering, 5(3), 207-241. https://
doi.org/10.1504/IJSTRUCTE.2014.063034
[6]. Han, M., Dai, J., Wang, C. M., & Ang, K. K. (2019).
Hydrodynamic analysis of partially filled liquid tanks
subject to 3D vehicular manoeuvring. Shock and
Vibration, 1-14. https://doi.org/10.1155/2019/6943879
[7]. Housner, G. W. (1963). The dynamic behavior of water
tanks. Bulletin of the Seismological Society of America,
53(2), 381-387.
[8]. IITK-GSDMA Guidelines for seismic design of liquid
storage tanks (2007). National Information Center of
Earthquake Engineering, Indian Institute of Technology
Kanpur, India. Retrieved from https://www.iitk.ac.in/nicee/
IITK-GSDMA/EQ08.pdf
[9]. Jhung, M. J., & Kang, S. S. (2019). Fluid effect on the
modal characteristics of a square tank. Nuclear
Engineering and Technology, 51(4), 1117-1131. https://
doi.org/10.1016/j.net.2019.01.012
[10]. Morris, J. (1954). Dimensional methods and their applications. The Aeronautical Journal, 58(521), 376-
377. https://doi.org/10.1017/S036839310010687X
[11]. Musil, M., & Sivý, M. (2015). Dynamic analysis of
liquid storage tank using FE method and results
comparison with analytical models. In Proceedings of
Conference on Innovation Science Engineering and
Technology, Slovakia (pp. 9-13).
[12]. Okamura, M., Tamamura, S., & Yamamoto, R.
(2013). Seismic stability of embankments subjected to
pre-deformation due to foundation consolidation. Soils
and Foundations, 53(1), 11-22. https://doi.org/10.1016/j.
sandf.2012.07.015
[13]. Raghavendra,G., KeerthiGowda, B. S., & Gururaj,
M. H. (2014). Dynamic analysis of overhead water tank
under shaft staging. International Journal of Advanced
Scientific and Technical Research, 3(4), 505-511.
[14]. Sánchez, H. S., Salas, C. C., & Domínguez, A. M.
(2004, August). Structural behavior of liquid filled storage
tanks of large capacity placed in seismic zones of high risk in Mexico. In Proceedings 13th World Conference on
Earthquake Engineering, Vancouver, BC, Canada.
[15]. Soedel, W., & Qatu, M. S. (2005). Vibrations of shells
and plates. 3rd edition. The Journal of the Acoustical
Society of America, 117(4), 1683-1684. https://doi.org/
10.1121/1.1873932
[16]. The European Union. (2004). Eurocode 8, Design of
Structures for Earthquake Resistance - Part 1: General
Rules, Seismic Actions and Rules for Buildings. Retrieved
from https://www.phd.eng.br/wp-content/uploads/2015/
02/en.1998.1.2004.pdf
[17]. Veletsos, A.S., & Tang, Y. (1977). Earthquake
response of liquid storage tanks - advances in civil
engineering through mechanics, ASCE Proceedings of 2nd
Engineering Mechanics Specially Conference (pp.1–24),
USA.
[18]. Zemtev, N. (2011). Seismic analysis of a vertical water
tank, In Proceedings of SISOM 2011 and Session of the
Commission of Acoustics (pp. 458 -471), Romania.