Nuclear Engineering and Technology

  • 제54권6호
  • /
  • Pages.2147-2155
  • /
  • 2022
  • /
  • 1738-5733(pISSN)
  • /
  • 2234-358X(eISSN)
한국원자력학회 (Korean Nuclear Society)
권호 표지
DOI QR코드

DOI QR Code

Beyond design basis seismic evaluation of underground liquid storage tanks in existing nuclear power plants using simple method

  • Wang, Shen (Department of Civil Engineering, Shanghai University)
  • 투고 : 2021.10.26
  • 심사 : 2021.12.13
  • 발행 : 2022.06.25
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Nuclear safety-related underground liquid storage tanks, such as those used to store fuel for emergency diesel generators, are critical components for safety of hundreds of existing nuclear power plants (NPP) worldwide. Since most of those NPP will continue to operate for decades, a beyond design base (BDB) seismic screening of safety-related underground tanks in those NPP is beneficial and essential to public safety. The analytical methodology for buried tank subjected to seismic effect, including a BDB seismic evaluation, needs to consider both soil-structure and fluid-structure interaction effects. Comprehensive analysis of such a soil-structure-fluid system is costly and time consuming, often subjected to availability of state-of-art finite element tools. Simple, but practically and reasonably accurate techniques for seismic evaluation of underground liquid storage tanks have not been established. In this study, a mechanics based solution is proposed for the evaluation of a cylindrical underground liquid storage tank using hand calculation methods. For validation, a practical example of two underground diesel fuel tanks in an existing nuclear power plant is presented and application of the proposed method is confirmed by using published results of the computer-aided System for Analysis of Soil Structural Interaction (SASSI). The proposed approach provides an easy to use tool for BDB seismic assessment prior to making decision of applying more costly technique by owner of the nuclear facility.

키워드

참고문헌

  1. G.W. Housner, Dynamic Pressure on Fluid Containers, TID 7024 (Chapter 6) and Appendix, F, US Atomic Energy Commission, 1963.
  2. R.S. Wozniak, W.W. Mitchell, Basis of seismic design provisions for welded steel oil storage tanks, in: American Petroleum Institute 43rd Midyear Meeting, Session on Advances in Storage Tank Design, Canada, Toronto, 1978.
  3. A.S. Veletsos, Young, Earthquake response of liquid storage tanks, in: Proc. Of 2nd Engg. Mechanics Specialty Conf, ASCE Raleigh, 1977, pp. 1-24.
  4. M.A. Haroun, G.W. Housner, Seismic design of liquid storage tanks, J. Tech. Counc. ASCE 107 (No. TC1) (1981) 191-207. https://doi.org/10.1061/JTCAD9.0000080
  5. A.S. Veletsos, Seismic response and design of liquid storage tanks, in: Guidelines for Seismic Design of Oil & Gas Pipelines System, ASCE, NY, 1984, pp. 255-370.
  6. P.K. Malhotra, T. Wenk, M. Wieland, Simple procedure for seismic analysis of liquid storage tanks, Structural Engineering, IABSE 10 (No.3) (2000) 197-201. https://doi.org/10.2749/101686600780481509
  7. B. Budiansky, Sloshing of liquids circular canals and spherical tanks, J. Aero. Sci. 27 (1960) 161-173.
  8. F.T. Dodge, D.D. Kana, H.N. Abramson, Liquid surface oscillations in longitudinally excited rigid cylinders, AIAA J. 3 (1965) 685-695. https://doi.org/10.2514/3.2948
  9. D.D. Kana, An experimental study of liquid surface oscillations in longitudinally excited compartmented cylindrical and spherical tanks, NASA CR- 545 (1966).
  10. J.L. Mccarty, H.W. Leonard, W.C. Walton, Experimental investigation of the natural frequencies of liquids in toroidal tanks, NASA TN D-531 (1960).
  11. J.L. Mccarty, D.G. Stephens, Investigation of the natural frequencies of fluids in spherical and cylindrical tanks, NASA TN D-252 (1960).
  12. J.V. Rattaya, Sloshing of liquids in axisymmetric ellipsoidal tanks, AIAA Paper (1965) 65-114.
  13. A.J. Stofan, A.L. Armstead, Analytical and experimental investigation of forces and frequencies resulting from liquid sloshing in a spherical tank, NASA, TN D-1281 (1962).
  14. S. Papaspyrou, S.A. Karamanos, Valougeorgis, Response of half-full horizontal cylinders under transverse excitation, J. Fluid Struct. 19 (2004) 985-1004. https://doi.org/10.1016/j.jfluidstructs.2004.04.014
  15. ACI 350.3. Seismic Design of Liquid Containing Concrete Structures and Commentary (ACI 350.3-06), American Concrete Institute, Farmington Hills, MI, 2006.
  16. AWWA D-100, Welded Steel Tanks for Water Storage, American Water Works Association, Colorado, 1996.
  17. AWWA D-110, Wire- and Strand-Wound Circular, Prestressed Concrete Water Tanks, American Water Works Association, Colorado, 1995.
  18. API 650, Welded Storage Tanks for Oil Storage, American Petroleum Institute Standard, Washington D. C, 1998.
  19. M.J.N. Priestley, et al., Seismic Design of Storage Tanks, Recommendations of a Study Group of the New Zealand, National Society for Earthquake Engineering, 1986.
  20. Eurocode 8, Design Provisions for Earthquake Resistance of Structures, Part 1-General Rules and Part 4 - Silos, Tanks and Pipelines, European committee for Standardization, Brussels, 1998.
  21. H.H. Shah, S.L. Chu, Seismic analysis of underground structural elements, Journal of the Power Division of ASCE 100 (No. P01) (1974) 53-62. July. https://doi.org/10.1061/JPWEAM.0000783
  22. W.J. Hall, N.M. Newmark, Seismic design for pipelines and facilities, Journal of the Technical Council on Lifeline Earthquake Engineering of ASCE, No. TC1 (1978) 91-107. November.
  23. A. Hindy, M. Novak, Earthquake Response of Underground Pipelines, GEOT-1-1978, Faculty of Engineering Science, University of Western Ontario, London, Ontario, Canada, 1978.
  24. M. O'Rourke, L.R. Wang, Earthquake response of buried pipelines, in: Proceedings of the ASCE Geotechnical Engineering Division Specialty Conference on Earthquake Engineering and Soil Dynamics, Pasadena, California, 1978, pp. 720-731. June 19-21.
  25. P.S. Bulson, Buried Structures e Static and Dynamic Strength, Chapman & Hall, London, 1985.
  26. A.P. Moser, Buried Pipe Design, second ed., McGraw-Hill, 2001.
  27. ALA (American Lifeline Alliance), Guideline for the Design of Buried Steel Pipe, An ASCE and FEMA sponsored study, 2001.
  28. Y.M.A. Hashash, J.H. Hook, B. Schmidt, J.I. Yao, Seismic design and analysis of underground structures, Tunn. Undergr. Space Technol. 16 (2001) 247-293. https://doi.org/10.1016/S0886-7798(01)00051-7
  29. Y.M. Hashash, D. Park, J.I. Yao, Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures, Tunn. Undergr. Space Technol. 20 (2005) 435-441. https://doi.org/10.1016/j.tust.2005.02.004
  30. W. Flugge, Stresses in Shells, second ed., Springer-Verlag, 1973.
  31. Deng, N. et. al., Seismic qualification of new underground diesel fuel tanks at the diablo canyon nuclear power plant site, Proceeding of ASME PVP Conference, July 27-31, 1997, Orlando, Florida.
  32. USNRC, NUREG/CR 7253 Technical Considerations for Seismic Isolation of Nuclear Facilities, 2019.
  33. S.R. Westbrook, Fuels for Land and Marine Diesel Engines and for Nonaviation Gas Turbines, MNL1-8TH, ASTM, 2010.
  34. Diablo canyon power plant units 1& 2, final safety analysis report, Rev. 11 (1996).
  35. A. Mohraz, F. Sadek, Earthquake ground motion and response spectra, in: Farzad Naeim (Ed.), Chapter 2 of Seismic Design Handbook, 2001.