1. Hatayama, K., Zama, S., Nishi, H., Yamada, M.,
Hirokawa, M., and Inoue, R. (2005) The
damages of oil storage tanks during the 2003
Tokachi-oki earthquake and the long period
ground motions. In: Proceedings of the JSCEAIJ
Joint Symposium on Huge Subduction
Earthquakes-Wide Area Strong Ground Motion
Prediction, 7-18 (in Japanese).
2. Goudarzi, M.A., Sabbagh-Yazdi, S.R., and Marx,
W. (2006) Seismic analysis of hydrodynamic
sloshing force on storage tank roof. Journal of
Earthquake Spectra , 26, 131-152.
3. Housner, G.W. (1954) Earthquake Pressures on
Fluid Containers. Eighth Technical Report
under Office of Naval Research, Project
Designation No. 081-095, California Institute of
Technology, Pasadena, California.
4. Housner, G.W. (1957) Dynamic pressures on
accelerated fluid containers. Bulletin of the
Seismological Society of America , 47(1), 15-35.
5. Housner, G.W. (1963) The dynamic behavior of
water tanks. Bulletin of the Seismological Society of America , 53(2), 381-389.
6. Veletsos, A.S. and Yang, J.Y. (1977) Earthquake
response of liquid storage tanks advances in civil
engineering through mechanics. In Proceedings
of the Second Engineer ing Mechanics
Specialty Conference, 1-24, Raleigh (NC):
ASCE.
7. Haroun, M.A. and Housner, G.W. (1981)
Earthquake response of deformable liquid
storage tanks. Journal of Applied Mechanics,
48(2), 411-418.
8. Veletsos, A.S. (1984) Seismic response and
design of liquid storage tanks: Guidelines for the
seismic design of oil and gas pipeline systems.
In Technical Council on Lifeline Earthquake
Engineering, 255-370, New York: ASCE.
9. Malhotra, P.K., Wenk, T., and Wieland, M. (2000)
Simple procedures for seismic analysis of
liquid storage tanks. Structural Engineering
International, IABSE, 10(3), 197-201.
10. Goudarzi, M.A. and Sabbagh-Yazdi, S.R. (2009)
Numerical investigation on accuracy of mass
spring models for cylindrical tanks under
seismic excitation. Int. J. of Civil Eng., 7, 190-
202.
11. Abramson, H.N. (1966) The Dynamic
Behaviour of Liquid in Moving Containers.
Reports SP 106 of NASA.
12. Chen, B.F. and Chiang, H.W. (2000) Complete
two-dimensional analysis of sea-wave- induced
fully non-linear sloshing fluid in a rigid floating
tank. Journal of Ocean Engineer ing, 27,
953-977.
13. Wu, G.X., Eatock Taylor, R., and Greaves, D.M.
(2001) The effect of viscosity on the transient
free-surface waves in a two-dimensional tank.
Journal of Engineering Mathematics, 40,
77-90.
14. Goudarzi, M.A. and Sabbagh-Yazdi, S.R. (2012)
Investigation of nonlinear sloshing effects in
seismically excited tanks. Soil Dynamics and
Earthquake Engineering, 43, 355-365.
15. Kabiri, M.M., Nikoomanesh, M.R., Nouraei
Danesh, P., and Goudarzi, M.A. (2019) Numerical
and experimental evaluation of sloshing
wave force caused by dynamic loads in liquid
tanks. Journal of Fluids Engineering, FE-19-
1029.
16. De Angelis, M., Giannini, R., and Paolacci, F.
(2010) Experimental investigation on the seismic
response of a steel liquid storage tank equipped
with floating roof by shaking table tests.
Ear thquake Engineer ing and Structur a l
Dynamics, 39(4), 377-396.
17. Zhang, R., Weng, D., and Ge, Q. (2014) Shaking
table experiment on a steel storage tank with
multiple friction pendulum bearings. Structural
Engineering and Mechanics, 52(5), 875-887.
18. Burkacki, D. and Jankowski, R. (2014) Experimental
study on steel tank model using shaking
table. Civil and Environmental Engineering
Reports, CEER 2014, 14(3), 37-47.
19. Bae, D. and Park, J.H. (2018) Shaking table test
of steel cylindrical liquid storage tank considering
the Roof Characteristics. International
Journal of Steel Structures, 18(4), 1167-1176.
20. Park, J.H., Bae, D., and Oh, C.K. (2016)
Experimental study on the dynamic behavior of a
cylindrical liquid storage tank subjected to
seismic excitation. International Journal of
Steel Structures, 16, 935-945.
21. Milgram, J.H. (1969) The motion of a fluid in a
cylindrical container with a free surface
following vertical impact. Journal of Fluid
Mechanics, 37(3), 435-448.
22. Minowa, C. (1997) Sloshing impact of a
rectangular water tank (water tank damage
caused by the Kobe Earthquake). Nippon Kikai
Gakkai Ronbunshu Chen, 63(612), 2643-2649.
23. Minowa, C., Ogawa, N., Harada, I., and Ma,
D.C. (1994) Sloshing Roof Impact Tests of a
Rectangular Tank (ANL/RE/CP-82360;
CONF-940613-13). Argonne National Lab., IL.,
United States.
24. Goudarzi, M.A., Sabbagh-Yazdi, S.R., and Marx,
W. (2010) Seismic analysis of hydrodynamic sloshing force on storage tank roof. Journal of
Earthquake Spectra , 26, 131-152.
25. Malhotra, P.K. (2005) Sloshing loads in liquidstorage
tanks with insufficient freeboard.
Earthquake Spectra , 21(4), 1185-1192.
26. Malhotra, P.K. (2006) Earthquake induced
sloshing in tanks with insufficient freeboard.
Structural Engineering International, 16(3),
222-225.
27. Goudarzi, M.A., Moosapoor, M., and Nikoomanesh,
M.R. (2019) Seismic design loads of
cylindrical liquid tanks with insufficient freeboard.
Earthquake Spectra, Accepted Paper.
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