Earthquake Response of Cylindrical Storage Tanks on an Elastic Soil
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González E, Almazán J, Beltrán J, Herrera R, Sandoval V (2013) Performance of stainless steel winery tanks during the 02/27/2010 Maule Earthquake. Eng Struct 56:1402–1418
Zareian F, Sampere C, Sandoval V, McCormick DL, Moehle J, Leon R (2012) Reconnaissance of the Chilean wine industry affected by the 2010 Chile offshore Maule earthquake. Earthq Spectra 28(S1):S503–S512
Brunesim E, Nascimbene R, Pagani M, Beilic D (2015) Seismic performance of storage steel tanks during the May 2012 Emilia, Italy, earthquakes. J Perform Constr Facil 29(5):04014137
Housner GW (1957) Dynamic pressures on accelerated fluid containers. Bull Seismol Soc Am 47(1):15–35
Veletsos AS (1974) Seismic effects in flexible liquid storage tanks. In: Proceedings of the 5th world conference on earthquake engineering, vol 1, pp 630–639
Veletsos AS, Yang JY (1977) Earthquake response of liquid storage tanks, Advances in civil engineering mechanics. In: Proceeding of the annual EMD specialty conference, Raleigh, pp 1–24
Haroun MA (1980) Dynamic analysis of liquid storage tanks, EERL, 80–84, Pasadena. California Institute of Technology, California
Haroun MA (1983) Vibration studies and tests of liquid storage tanks. Earthq Eng Struct Dyn 11(2):179–206
Veletsos AS, Tang Y (1990) Soil–structure interaction effects for laterally excited liquid storage tanks. Earthq Eng Struct Dyn 19(4):473–496
Larkin T (2008) Seismic response of liquid storage tanks incorporating soil structure interaction. J Geotech Geoenviron Eng 134(12):1804–1814
Naeini SA, Zade MH, Izadi E, Zade MH (2016) Foundation retrofitting of storage tank under seismic load. Int J Civ Environ Struct Constr Archit Eng 10(7):898–903
Kim JM, Chang SH, Yun CB (2002) Fluid–structure–soil interaction analysis of cylindrical liquid storage tanks subjected to horizontal earthquake loading. Struct Eng Mech 13(6):615–638
Cho KH, Kim MK, Lim YM, Cho SY (2004) Seismic response of base-isolated liquid storage tanks considering fluid–structure–soil interaction in time domain. Soil Dyn Earthq Eng 24(11):839–852
Kotrasova K, Grajciar I, Kormanikova E (2015) A case study on the seismic behavior of tanks considering soil–structure–fluid interaction. J Vib Eng Technol 3(3):315–330
Malhotra PK (1995) Base uplifting analysis of flexibly supported liquid-storage tanks. Earthq Eng Struct Dyn 24(12):1591–1607
Malhotra PK (1997) Seismic response of soil-supported unanchored liquid-storage tanks. J Struct Eng 123(4):440–450
Kralik J (2012) Dynamic analysis of soil–fluid–tank interaction due to earthquake even. Dynamika Tuhých a Deformovatelných Těles
Mykoniou K, Butenweg C, Holtschoppen B, Klinkel S (2016) Seismic response analysis of adjacent liquid-storage tanks. Earthq Eng Struct Dyn 45(11):1779–1796
Livaoğlu R, Doğangün A (2006) Simplified seismic analysis procedures for elevated tanks considering fluid–structure–soil interaction. J Fluids Struct 22(3):421–439
Tiwari N, Hora MS (2015) Transient analysis of elevated intze water tank–fluid–soil system. ARPN J Eng Appl Sci 10(2):869–882
Livaoglu R (2008) Investigation of seismic behavior of fluid-rectangular tank–soil/foundation systems in frequency domain. Soil Dyn Earthq Eng 28(2):132–146
Kianoush MR, Ghaemmaghami AR (2011) The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction. Eng Struct 33(7):2186–2200
Hsieh MH, Wu YC, Hung WY, Lee CJ, Lin WT (2017) Experimental analysis of pile group in liquefying soil under a ground motion using centrifuge test. J Vib Eng Technol 5(5):423–428
Farajian M, Khodakarami MI, Kontoni DPN (2017) Evaluation of soil–structure interaction on the seismic response of liquid storage tanks under earthquake ground motions. Computation 5(1):17
Dieterman HA (1993) Liquid–structure–foundation interaction of slender water towers. Arch Appl Mech 63(3):176–188
Lin G, Han Z, Li J (2013) An efficient approach for dynamic impedance of surface footing on layered half-space. Soil Dyn Earthq Eng 49:39–51
Wolf JP (1991) Consistent lumped-parameter models for unbounded soil: physical representation. Earthq Eng Struct Dyn 20(1):11–32
Du X, Zhao M (2010) Stability and identification for rational approximation of frequency response function of unbounded soil. Earthq Eng Struct Dyn 39(2):165–186
Wu WH, Lee WH (2004) Nested lumped-parameter models for foundation vibrations. Earthq Eng Struct Dyn 33(9):1051–1058
Wu WH, Lee WH (2002) Systematic lumped-parameter models for foundations based on polynomial-fraction approximation. Earthq Eng Struct Dyn 31(7):1383–1412
Haroun MA, Ellaithy HM (1985) Model for flexible tanks undergoing rocking. J Eng Mech 111(2):143–157
Haroun MA, Abou-Izzeddine W (1992) Parametric study of seismic soil–tank interaction. I: horizontal excitation. J Struct Eng 118(3):783–797