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Estimation of Dynamic Properties of Steel Liquid Storage Tank by Shaking Table Test

진동대 실험에 의한 강재 액체저장탱크의 동특성 분석

  • Choi, Hyoung Suk (Seismic Simulation Test Center, Pusan National University) ;
  • Park, Dong Uk (Seismic Simulation Test Center, Pusan National University) ;
  • Kim, Sung Wan (Seismic Simulation Test Center, Pusan National University) ;
  • Kim, Jae Min (Department of Marine and Civil Engineering, Chonnam National University) ;
  • Baek, Eun Rim (Seismic Simulation Test Center, Pusan National University)
  • 최형석 (부산대학교 지진방재연구센터) ;
  • 박동욱 (부산대학교 지진방재연구센터) ;
  • 김성완 (부산대학교 지진방재연구센터) ;
  • 김재민 (전남대학교 해양토목공학과) ;
  • 백은림 (부산대학교 지진방재연구센터)
  • Received : 2016.08.22
  • Accepted : 2017.05.30
  • Published : 2017.07.01

Abstract

Liquid storage tank is one of the major infrastructures and generally used to store gases, drinking and utilizing water, dangerous fluids, fire water and so on. According to the recent reports and experiences, the tank structures are damaged in many earthquakes due to their low energy dissipating capacity. Therefore, many researchers have been tried to know the dynamic properties of the tanks including liquids. However, vary limited experimental studies are carried out using relatively small tank models. In this study, a series of shaking table tests are performed with maximum 2 m cubic rectangular liquid storage tanks made of steel to measure the natural frequency and estimate damping coefficient of impulsive and convective mode of the tanks. Especially, the damping values under different shapes and excitation methods are estimated by logarithmic decrement method and half power band-pass method and compared with current design code and standards such as ASCE 7, Eurocode 8 and NZS. Test results show that the impulsive mode damping is around 2% which is proposed by general standards and codes but the impulsive mode damping is 0.13% average that is slightly lower than the code recommendation.

Keywords

References

  1. Housner GW. Dynamic pressure on fluid containers, technical information (tid) document 7024. Chapter 6 and Appendix F, U.S. Atomic Energy Commission. c1963.
  2. American Concrete Institute (ACI). ACI 350: Seismic Design of Liquid-Containing Concrete Structures and Commentary. c2015.
  3. Sweedan AMI, El Damatty A.A. Experimental identification of the vibration modes of liquid-filled conical tanks and validation of a numerical model. Earthquake engineering and structural dynamics. 2003;32:1407-1430. https://doi.org/10.1002/eqe.283
  4. Amiri M, Sabbagh-Yazdi SR. Influence of roof on dynamic characteristics of dome roof tanks partially filled with liquid. Thin-Walled Structures. 2012;50:56-67. https://doi.org/10.1016/j.tws.2011.08.010
  5. Virella JC, Godoy LA, Suarez LE. Fundamental modes of tankliquid systems under horizontal motions. Engineering Structures. 2006;28:1450-1461. https://doi.org/10.1016/j.engstruct.2005.12.016
  6. Curadelli O, Ambrosini D, Mirasso A, Amani M. Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement. Journal of Fluids and Structures. 2010;26:148-159. https://doi.org/10.1016/j.jfluidstructs.2009.10.002
  7. Sangsari MK, Hosseinzadeh N. Shake table study of impulsive and convective damping coefficients for steel cylindrical tanks and comparison with API 650. Journal of Seismology and Earthquake Engineering. 2014;16(2).
  8. Kolukula SS, Sajish SD, Chellapandi P. Experimental investigation of slosh parametric instability in liquid filled vessel under seismic excitations. Annals of Nuclear Energy. 2015;76.
  9. Park SJ, Won SH, Choi MS, Kim SH, Cheung, JH. Seismic performance evaluation of externally reinforced panel water tank using shaking table tests, EESK J. Earthquake Eng. 2013 July;17(4):151-157.
  10. Kim JK, Park JY. Shaking table test of a rectangular liquid storage tank, Proceeding of Earthquake Engineering. c2000.
  11. Bae DG, Park JH, Oh CK. Comparison of design standards for seismic design of steel liquid storage tanks, J. Korean Society of Steel Construction. 2016 June;28(3):195-202. https://doi.org/10.7781/kjoss.2016.28.3.195
  12. American Society of Civil Engineers. ASCE/SEI 7-10: Minimum design loads for buildings and other structures. c2010.
  13. International Code Council (ICC). International, Building Code (IBC). c2009.
  14. American Concrete Institute (ACI). ACI 350.3: Seismic design of liquid containing concrete structures and commentary. c2006.
  15. American Water Works Association (AWWA). AWWA D100: Welded Carbon Steel Tanks for Water Storage. c2011.
  16. American Petroleum Institute (API). API 650: Welded tanks for oil sotrage. c2012.
  17. New Zealand Standard (NZS). NZS 3106: Design of concrete structures for the storage of liquids. c2009.
  18. Eurocode 8: Design of structures for earthquake resistance. c2005.
  19. Korean Standard (KS). KS B 6283: Design requirements for wind load and seismic load of oil storage tanks. c2006.
  20. Nishi H, Yamada M, Zama S, Hatayama K, Sekine K. experimental study on the sloshing behaviour of the floating roof using a real tank. JHPI. 2008;46(1).
  21. Architectural Institute of Japan. Structural Response and Performance for Long Period Seismic Ground Motions. c2007.
  22. Whittaker D, Jury D. Seismic design loads for storage tanks. 12th World Conference on Earthquake Engineering, New Zealand, p. 2000-2376.
  23. International Code Council. International Building Code. c2003.
  24. ACI Committee 371. Guide for the analysis, design, and construction of concrete-pedestal water towers (ACI 371R-98) (Reapproved 2003), American Concrete Institute, Farmington Hills, Mich. c1998.
  25. American Society of Civil Engineers (ASCE). Guidelines for the seismic design of oil and gas pipeline systems, Committee on Gas and Liquid Fuel Lifelines of the Technical Council on Lifeline Earthquake Engineering, Section 7. c1981.
  26. American Society of Civil Engineering (ASCE). Fluid/structure interaction during seismic excitation, Report by Committee on Seismic Analysis. c1984.
  27. American Society of Civil Engineers (ASCE). Minimum design loads for buildings and other structures. ASCE 7-05, Reston, Va. c2005.
  28. ANSI/AWWA. AWWA standard for wire- and strand-wound, circular, prestressed concrete water tanks. ANSI/AWWA D110-95. c1995.
  29. Priestley MJN, Davidson BJ, Honey GD, Hopkins DC, Martin RJ, Ramsey G, Vessey JV, Wood JH. Ed; Seismic Design of Storage Tanks, Recommendations of a Study Group of the New Zealand National Society for Earthquake Engineering, Wellington, New Zealand. c1986.
  30. Korean Standards Association, KS B 6283, Design requirements for wind load and seismic load of oil storage tanks. c2006.

Cited by

  1. Earthquake-Induced Wall Pressure Response Analysis of a Square Steel Liquid Storage Tank vol.22, pp.5, 2018, https://doi.org/10.5000/EESK.2018.22.5.261