1 |
Rai, D.C. (2002), "Seismic retrofitting of R/C shaft support of elevated tanks", Earthq. Spectra, 18(4), 745-760.
DOI
ScienceOn
|
2 |
Resheidat, R.M. and Sunna, H. (1986), "Behavior of elevated storage tanks during earthquakes", Proceedings of the 3th U.S. National Conference on Earthquake Engineering, pp. 2143-2154.
|
3 |
Steinbrugge, K.V. and Rodrigo, F.A. (1963), "The Chilean Earthquakes of May 1960: A structural engineering viewpoint", Bulletin of the Seismological of America, 53(2), 225-307.
|
4 |
Taniguchi, T. (2004), "Rocking behavior of unanchored flat-bottom cylindrical shell tanks under action of horizontal base excitation", Eng. Struct., 26(4), 415-426.
DOI
ScienceOn
|
5 |
Veletsos, A.S. and Tang, Y. (1990), "Soil-structure interaction effects laterally excited liquid storage tanks", Earthq. Eng. Struct. Dyn., 19(4), 473-496.
DOI
|
6 |
Wilson, E.L. (2002), Three-Dimensional Static and Dynamic Analysis of Structures ? A Physical Approach with Emphasis on Earthquake Engineering", (3rd Edition), Comput and Structures, Inc. Berkeley, CA, USA.
|
7 |
Wolf, J.P. and Song, C. (1995), "Doubly asymptotic multi-directional transmitting boundary for dynamic unbounded medium-structure-interaction analysis", Earthq. Eng. Struct. Dyn., 24(2), 175-188.
DOI
ScienceOn
|
8 |
Amabili, M., Paidoussis, M.P, and Lakis, A.A. (1998), "Vibrations of partially filled cylindrical tanks with ring-stiffeners and flexible bottom", J. Sound Vib., 213(2), 259-299.
DOI
ScienceOn
|
9 |
Anghileri, M., Castelletti, L.M.L. and Tireli, M. (2005), "Fluid-structure interaction of water filled tanks during the impact with the ground", Int'l J. Impact Eng., 31(3), 235-254.
DOI
ScienceOn
|
10 |
ANSYS (1994), Theory Manuel, Edited by Peter Kohnke, (12th Edition), SAS IP, Inc, pp.1266.
|
11 |
Aslam, M., Scalise, D.T. and Godden, W.G. (1979), "Earthquake sloshing in annular and cylindrical tanks", J. Eng. Mech. Div., 105(3), 371-389.
|
12 |
Bardet, P.J. (1997), Experimental Soil Mechanics, Upper Saddle River, New Jersey, Prentice Hall.
|
13 |
Bauer, H.F. (1964), Fluid Oscillations in the Containers of a Space Vehicle and their Influence upon Stability, NASA TR R-187.
|
14 |
Cho, J.R. and Lee, H.W. (2004), "Numerical study on liquid sloshing in baffled tank by nonlinear finite element method", Comput. Methods Appl. Mech. Eng., 193(23-26), 2581-2598.
DOI
ScienceOn
|
15 |
Coduto, P.D. (2001), Foundation Design: Principles and Practices, (2nd Edition), Upper Saddle River, New Jersey, Prentice Hall.
|
16 |
Dogangun, A. and Livaoglu, R. (2004), "Hydrodynamic pressures acting on the walls of rectangular fluid containers", Struct. Eng. Mech. Int. J., 17(2), 203-214.
DOI
ScienceOn
|
17 |
Dutta, S.C., Jain, S.K. and Murty, C.V.R. (2000a), "Alternate tank staging configurations with reduced torsional vulnerability", Soil Dyn. Earthq. Eng., 19(3), 199-215.
DOI
ScienceOn
|
18 |
Haroun, M.A. and Temraz, M.K. (1992), "Effects of soil-structure interaction on seismic response of elevated tanks", Soil Dyn. Earthq. Eng., 11(2), 73-86.
DOI
ScienceOn
|
19 |
Dutta, S.C., Jain, S.K. and Murty, C.V.R. (2000b), "Assessing the seismic torsional vulnerability of elevated tanks with RC frame-type staging", Soil Dyn. Earthq. Eng., 19(3), 183-197.
DOI
ScienceOn
|
20 |
Nofal, H.M.E. (1998), "Analysis of non-linear soil-pile interaction under dynamic lateral loading", Ph.D. Thesis, University of California, Irvine, CA, USA.
|
21 |
Housner, G.W. (1963), "The dynamic behavior of water tanks", B. Seismol. Soc. Am., 53(2), 381-387.
|
22 |
Knoy, C.E. (1995), "Performance of elevated tanks during recent California seismic events", AWWA Annual Conference & Exhibition, Orlando, FL, November-December.
|
23 |
Livaoglu, R. and Dogangun, A. (2004), "A simple seismic analysis procedure for fluid-elevated tank-foundation/soil systems", The 6th International Conference on Advances in Civil Engineering (ACE 2004), Estanbul, Turkey, 1, pp. 570-580.
|
24 |
Livaoglu, R. and Dogangun, A. (2005), "Seismic evaluation of fluid-elevated tank-foundation/soil systems in frequency domain", Struct. Eng. Mech. Int. J., 21(1), 101-119.
DOI
ScienceOn
|
25 |
Livaoglu, R. and Dogangun, A. (2006), "Simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil interaction", J. Fluids Struct., 22(3), 421-439.
DOI
ScienceOn
|
26 |
Livaoglu, R. (2005), "Investigation of the Earthquake Behavior of Elevated Tanks Considering Fluid-Structure-Soil Interactions", Ph.D. Thesis, Department of Civil Engineering, Karadeniz Technical University, Trabzon. [in Turkish]
|
27 |
Lysmer, J. and Kuhlmeyer, R.L. (1969), "Finite dynamic model for infinite media", ASCE, Eng. Mech. Div. J., 95, 859-877.
|
28 |
Amabili, M. (1996), "Free vibration of partially filled horizontal cylindrical shells", J. Sound Vib., 191(5),757-780.
DOI
ScienceOn
|
29 |
Marashi, E.S. and Shakib, H. (1997), "Evaluations of dynamic characteristics of elevated water tanks by ambient vibration tests", Proceedings of the 4th International Conference on Civil Engineering, Tehran, Iran, pp. 367-373.
|
30 |
Minowa, C. (1980), "Dynamic analysis for rectangular water tanks", Recent Adv. in Lifeline Earthq. Eng. in Japan, 135-142.
|
31 |
Dutta, S.C., Jain, S.K. and Murty, C.V.R. (2001), "Inelastic seismic torsional behavior of elevated tanks", J. Sound Vib., 242(1), 151-167.
DOI
ScienceOn
|
32 |
EC 8: Part 4. Eurocode-8 (2004), Design of Structures for Earthquake Resistance Part 4: Soils, Tanks and Pipelines, European Committee for Standardization.
|
33 |
Haroun, M.A. and Housner, G.W. (1981), Seismic design of liquid storage tanks, J. Tech. Councils, ASCE, 107(1), 191-207.
|
34 |
Fujita, K.A. (1981), "A Seismic Response Analysis of a Cylindrical Liquid Storage Tank Including the Effect of Sloshing", Bulletin of JSME, 24(195), 1634-1641.
DOI
|
35 |
Goto, Y. and Shirasuna, T. (1980), "Studies on earthquake response of grouped underground tanks in soft ground", The 7th World Conference on Earthquake Engineering, Estanbul, pp. 173-180.
|
36 |
Haroun, M.A. and Ellaithy, M.H. (1985), "Seismically induced fluid forces on elevated tanks", J. Technical Topics in Civil Eng., 111(1), 1-15.
|