Seismic Analysis of Rectangular Concrete Tanks by Considering Fluid and Tank Interaction
محورهای موضوعی : Engineering
M Yazdanian
1
(Department of Civil Eengineering, Dezful Branch, Islamic Azad University)
S.V Razavi
2
(Department of Civil Engineering, Jundi-Shapur University of Technology)
M Mashal
3
(Department of Irigation Engineering, Aburaihan Campus, Tehran University)
کلید واژه: Earthquake, Rectangular tank, Time history, Accelerograms, Wave height,
چکیده مقاله :
Many liquid storage tanks around the world have affected by earthquakes. This structure can store dangerous chemical liquids. Hence dynamic behavior of ground supported rectangular storage tanks is very important due to their applications in industrial facilities. In current research, the seismic behavior of two water storage rectangular concrete tanks is examined. For this purpose, these tanks are modeled in FEM software for analyzing. These tanks are analyzed under four type of analysis: static, modal, response-spectrum and time-history analysis. Time history analysis can take all the nonlinear factors into the analysis, so it is used to estimate the exact amount of structural response. In time history analysis, earthquake accelerogramsof Tabas, Kobe and Cape Mendocino have been applied to tanks. Finally, it is resulted that Displacement, base shear and wave height obtained from time history analysis are more than those of response spectrum analysis, indicating insufficiency of response spectrum analysis. In time history analysis, the maximum displacement is achieved in highest part of the tanks. It is due to the wave height which created in earthquake. By increasing in dimension, the wave height is also increased.
[1] Bayraktar A., Sevim B., Altunışık A., Türker T ., 2010, Effect of the model updating on the earthquake behavior of steel storage tanks, Journal of Constructional Steel Research 66 (3): 462-469.
[2] Livaoglu R., 2008, Investigation of seismic behavior of fluid–rectangular tank–soil/ foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering 28: 132-146.
[3] Shekari M., Khaji N., Ahmadi M., 2010, On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions, Soil Dynamics and Earthquake Engineering 30(10): 968-980.
[4] Sezen H., Livaoglu R., Dogangun A., 2008, Dynamic analysis and seismic performance evaluation of above-ground liquid containing tanks, Journal of Structural Engineering 30: 794-803.
[5] Sezen H., Whittaker A.S., Elwood K.J., Mosalam K.M., 2003, Performance of reinforced concrete and wall buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practice in Turkey, Journal of Structural Engineering 25 (1):103-114.
[6] Sezen H., Whittaker A.S., 2004, Performance evaluation of industrial facilities during the 1999 Kocaeli, Turkey earthquake, Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
[7] Korkmaz K.A., Sari A., Carhoglu A.I., 2011, Seismic risk assessment of storage tanks in Turkish industrial facilities, Journal of Loss Prevention in the Process Industries 24(4): 314-320.
[8] Housner G.W., 1957, Dynamic pressures on accelerated fluid containers, Bulletin of the Seismological Society of America 47(1): 15-37.
[9] Housner G.W., 1963, The dynamic behavior of water tanks, Bulletin of the Seismological Society of America 53(2): 381-387.
[10] Edwards N., 1969, A procedure for the dynamic analysis of thin walled cylindrical liquid storage tanks, Ph.D Thesis, Ann Arbor (MI), University of Michigan.
[11] Epstein H.I., 1976, Seismic design of liquid storage tanks, Journal of the Structural Division ASCE 102: 1659-1673.
[12] Haroun M.A., 1984, Stress analysis of rectangular walls under seismically induced hydrodynamic loads, Bulletin of the Seismological Society of America 74(3):1031-1041.
[13] Haroun M.A., Tayel M.A., 1985, Response of tanks to vertical seismic excitations, Earthquake Engineering and Structural Dynamic 13: 583-595.
[14] Rosenblueth E., Newmark N.M., 1971, Fundamentals of Earthquake Engineering, Englewood Cliffs, NJ: Prentice-Hall.
[15] Veletsos A.S., Yang J.Y., 1977, Earthquake response of liquid storage tanks, in advances in civil engineering through engineering mechanics, Proceedings of the Second Engineering Mechanics Specialty Conference, ASCE/EMD Specialty Conference, Raleigh, NC.
[16] 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 7th International Conference on Boundary Element Technology, BE-TECH/92, Southampton ,England.
[17] 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.
[18] Virella J.C., Godoy L.A., Suarez L.E., 2006, Fundamental modes of tank-liquid systems under horizontal motions, Engineering Structures 28(10):1450-1461.
[19] Ozdemir Z., Souli M., Fahjan Y.M., 2010, Application of nonlinear fluid–structure interaction methods to seismic analysis of anchored and unanchored tanks, Journal of Engineering Structures 32: 409-423.
[20] Kianoush M.R., Chen J.Z., 2006, Effect of vertical acceleration on response of concrete rectangular liquid storage tanks, Engineering Structures 28(5):704-715.
[21] Livaoglu R., 2008, Investigation of seismic behavior of fluid–rectangular tank–soil/ foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering 28: 132-146.
[22] Kianoush M.R., Ghaemmaghami A.R., 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, Engineering Structures 33: 2186-2200.
[23] Moslemi M., Kianoush M.R., 2012, Parametric study on dynamic behavior of cylindrical ground-supported tanks, Engineering Structures 42: 214-230.
[24] Zienkiewicz O.C., Taylor R.L., Zhu J.Z., 2005, The Finite Element Method: Its Basis and Fundamentals, Sixth edition, Published by Elsevier.
[25] Chopra A.K., 2000, Dynamics of Structures, Theory and Applications to Earthquake Engineering, Prentice-Hall.
[26] Seismic Design of Liquid-Containing Concrete Structures (ACI 350.3-06) and Commentary (ACI 350.3R-06), 2009, Farmington Hills (MI, USA), American Concrete Institute.
[27] ANSYS, Inc. ANSYS Release 12.0 Documentation, USA.
[28] Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No. 2800- 84, Building and Housing Research Center.
