Dynamic Experimental Investigation on the Fundamental Frequency of Liquid Storage Tanks under Seismic Excitations

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A large-scale earthquake simulation experiment about the unanchored cylindrical steel liquid storage model tanks has been completed. The fundamental frequency of the model tank with liquid inside was investigated based on the experimental data of the acceleration dynamic response. The seismic table test, the analysis methods are designed and conducted, and experimental results of the model tank were carefully measured. Furthermore, national design standard was used to calculate the fundamental frequency of the model tank system. The reasons for the existence of consistency and differences between the results obtained from experiments and national design standard were discussed.

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81-85

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Fang Zhou, Chen Zhiping, Jia Guodong. Dynamic Experimental Investigation On The Self- Vibration Characteristics Of Liquid Storage Tanks Under Seismic Excitations. 2013 ASME Pressure Vessels and Piping Division Conference, July 14-18, Paris, France. ASME Pressure Vessels Piping , (2013).

DOI: 10.1115/pvp2010-25412

Google Scholar

[2] Chen, Z.P., Sun, B., Jiang, J. L., et al. Finite Element Analysis Of Liquid Storage Tank Foundations Using Settlement Difference As Boundary Condition. Proc. IMechE, Part E: J. Process Mechanical Engineering, Vol. 223(4), (2009), pp.225-231.

DOI: 10.1243/09544089jpme256

Google Scholar

[3] Fang Zhou, Chen Zhiping, Wang Lei. Study On High-Temperature Naphthenic Acid Corrosion Of Type 304 And Type 316L Stainless Steel And Their Welded Joints. 2009 ASME Pressure Vessels and Piping Division Conference, Prague, Czech republic. ASME Pressure Vessels Piping Div. Publ. PVP. Vol. 5, (2009).

DOI: 10.1115/pvp2009-77351

Google Scholar

[4] Fang Zhou, Chen Zhiping, Yu Chulin, Zeng Ming. Effect Of Weld On Axial Buckling Of Cylindrical Shells. Advanced Materials Research. Vol. 223(4), (2010), pp.139-141, 171-175.

DOI: 10.4028/www.scientific.net/amr.139-141.171

Google Scholar

[5] Fang Zhou, Chen Zhiping, Yan Shunjuan. Dynamic Experimental Investigation On The Uplift Response Of Liquid Storage Tanks Under Seismic Excitations With Different Characteristics. Proceedings of the Institution of Mechanical Engineers, Part C, Journal of Mechanical Engineering Science, (2012).

DOI: 10.1177/0954406212461590

Google Scholar

[6] Yang, L.C., Chen, Z.P., Cao, G. W., et al. Critical Stress Analytic Formula Of Large Oil Storage Tank Wall'S Elastic- Plastic Instability. Int. J. Press. Vessels Pip, (2012).

Google Scholar

[7] El-Abbasi, N., Bathe, K. J. Stability And Patch Test Performance Of Contact Discretizations And A New Solution Algorithm. Comput. Struct, Vol. 79(16), (2001), pp.1473-1486.

DOI: 10.1016/s0045-7949(01)00048-7

Google Scholar

[8] Watertown, M.A. ADINA theory and modeling guide, (2002). (ADINA R&D, Inc. ).

Google Scholar

[9] Eterovic, A. L., Bathe, K. J. On The Treatment Of Inequality Constraints Arising From Contact Conditions In Finite Element Analysis. Comput. Struct, Vol. 40(2), (1991), pp.203-209.

DOI: 10.1016/0045-7949(91)90347-o

Google Scholar

[10] Clough, D. P. Experimental Evaluation Of Seismic Design Methods For Broad Cylindrical Tanks. Earthquake Engineering Research Center, University of California, Berkelcy, report No. UCB/EERC -77/10, (1977).

Google Scholar

[11] Ahari, M.N., Eshghi, S. The Tapered Beam Model For Bottom Plate Uplift Analysis Of Unanchored Cylindrical Steel Storage Tanks. Eng. Struct, Vol. 31(3), (2009), pp.623-632.

DOI: 10.1016/j.engstruct.2008.10.011

Google Scholar

[12] Goudarzi, M.A., Sabbagh-Yazdi, S.R. Seismic Analysis Of Hydrodynamic Sloshing Force On Storage Tank Roofs. Earthquake Spectra, Vol. 26(1), (2010), pp.131-152.

DOI: 10.1193/1.3283902

Google Scholar

[13] Koller, M.G., Malhotra, P.K. Seismic Evaluation Of Unanchored Cylindrical Tanks. 13th World Conference On Earthquake Engineering, Vancouver, B.C., Canada, paper No. 2534. (2004).

Google Scholar

[14] Virellaa, J.C., Godoya, L.A., Su´areza, L.E. Dynamic Buckling Of Anchored Steel Tanks Subjected To Horizontal Earthquake Excitation. J. Constr. Steel. Res, Vol. 62 (6), (2006), pp.521-531.

DOI: 10.1016/j.jcsr.2005.10.001

Google Scholar

[15] Lin, M.L., Wang, K.L. Seismic Slope Behavior In A Large-Scale Shaking Table Model Test. Engineering. Geology, Vol. 86(3), (2006), pp.118-133.

DOI: 10.1016/j.enggeo.2006.02.011

Google Scholar

[16] Rezaifar, O., Kabir, M.Z., Taribakhsh, M., et al. Dynamic Behaviour Of 3D-Panel Single-Storey System Using Shaking Table Testing. Eng. Struct, Vol. 30(2), (2008), pp.318-337.

DOI: 10.1016/j.engstruct.2007.03.019

Google Scholar

[17] Xu,Y., Hu,H.X., Han, J.W. Modeling And Controller Design Of A Shaking Table In An Active Structural Control System. Mech. Syst. Signal . Pr, Vol. 22(8), (2008), p.1917-(1923).

DOI: 10.1016/j.ymssp.2008.02.003

Google Scholar

[18] Lee, S.K., Park, E.C., Min, K.W., et al. Real-Time Sub Structuring Technique For The Shaking Table Test Of Upper Substructures. Eng. Struct, Vol. 29(9), (2007), pp.2219-2232.

DOI: 10.1016/j.engstruct.2006.11.013

Google Scholar