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Seismic fragility assessment of isolated structures by using stochastic response database

  • Eem, Seung-Hyun (Risk and Environmental Saftey Research Division, Korea Atomic Energy Research Institute) ;
  • Jung, Hyung-Jo (Department of Civil Engineering, Korean Advanced Institute for Science and Technology)
  • Received : 2016.04.09
  • Accepted : 2018.01.23
  • Published : 2018.05.25

Abstract

The seismic isolation system makes a structure isolated from ground motions to protect the structure from seismic events. Seismic isolation techniques have been implemented in full-scale buildings and bridges because of their simplicity, economic effectiveness, inherent stability and reliability. As for the responses of an isolated structure due to seismic events, it is well known that the most uncertain aspects are the seismic loading itself and structural properties. Due to the randomness of earthquakes and uncertainty of structures, seismic response distributions of an isolated structure are needed when evaluating the seismic fragility assessment (or probabilistic seismic safety assessment) of an isolated structure. Seismic response time histories are useful and often essential elements in its design or evaluation stage. Thus, a large number of non-linear dynamic analyses should be performed to evaluate the seismic performance of an isolated structure. However, it is a monumental task to gather the design or evaluation information of the isolated structure from too many seismic analyses, which is impractical. In this paper, a new methodology that can evaluate the seismic fragility assessment of an isolated structure is proposed by using stochastic response database, which is a device that can estimate the seismic response distributions of an isolated structure without any seismic response analyses. The seismic fragility assessment of the isolated nuclear power plant is performed using the proposed methodology. The proposed methodology is able to evaluate the seismic performance of isolated structures effectively and reduce the computational efforts tremendously.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea (NRF), Korea Institute of Energy Technology Evaluation and Planning (KETEP)

References

  1. American Society of Civil Engineers (2005), Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities. ASCE 43-05, ASCE, Reston, VA.
  2. Bozidar, S. (2011), Technical Considerations for Seismic Isolation of Nuclear Facility Structure, U.C. Berkeley.
  3. Colangelo, F. (2013), "Probabilistic characterisation of an analytical fuzzy-random model for seismic fragility computation", Struct. Saf., 40, 68-77. https://doi.org/10.1016/j.strusafe.2012.09.008
  4. Constantinou, M.C., Tsopelas, P., Kasalanati, A. and Wolf, E.D. (1999), "Property modification factors for seismic isolation bearings", Technical Report MCEER 99, Buffalo, NY.
  5. Eem, S.H. and Jung, H.J. (2015), "Seismic response distribution estimation for isolated structures using stochastic response database", Earthq. Struct., 9, 937-956. https://doi.org/10.12989/eas.2015.9.5.937
  6. Eem, S.H., Jung, H.J. and Koo, J.H. (2011) "Application of MR elastomers for improving seismic protection of base-isolated structures", IEEE Tran. Magnet., 47, 2901-2904. https://doi.org/10.1109/TMAG.2011.2156771
  7. Eem, S.H., Jung, H.J., Kim, M.K. and Choi, I.K. (2013), "Seismic fragility evaluation of isolated NPP containment structure considering soil-structure interaction effect", EESK J. Earthq. Eng., 17, 53-59.
  8. Federal Emergency Management Agency (2006), National Institute of Building Sciences, NEHRP Recommended Provisions FEMA-451, Washington DC.
  9. Galambos, T.V., Ellingwood, B., MacGregor, J.G. and Cornell, C.A. (1982), "Probability based load criteria: Assessment of current design practice", J. Struct. Div., ASCE, 108, 959-977.
  10. Gardoni, P. and Trejo, D. (2013), "Probabilistic seismic demand models and fragility estimates for reinforced concrete bridges with base isolation", Earthq. Struct., 4, 525-555.
  11. Huang, N., Whittaker, A., Kennedy, R. and Mayes, R. (2009), "Assessment of base-isolated nuclear structures for design and beyond design basis earthquake shaking", MCEER 090008, University at Buffalo, Buffalo New York.
  12. Huang, Y.N., Whittaker, A.S., Kennedy, R.P. and Mayes, R.L. (2013), "Response of base-isolated nuclear structures for design and beyond design basis earthquake shaking", Earthq. Eng. Struct. Dyn., 42, 339-356. https://doi.org/10.1002/eqe.2209
  13. Itoh, Y., Gu, H., Satoh, K. and Yamamoto, Y. (2006), "Long-term deterioration of high damping rubber bridge bearing", SEEE, JSCE, 62(3), 595-607
  14. Japan Electric Association (2000), Technical Design Guide for Seismic Isolation of Nuclear Power Facilities, JEAG4614-2000.
  15. Jeon, B.G., Choi, H.S., Hahm, D.G. and Kim, N.S. (2015), "Seismic fragility analysis of base isolated NPP piping systems", EESK J. Earthq. Eng., 19, 29-36.
  16. Jun, Y.S. (2010), "Technical review of seismic isolation systems for NPP application", Proceedings of the Earthquake Engineering Workshop, EESK, Jeju, Korea, September.
  17. Kalpakidis, I.V. and Constantinou, M.C. (2008), "Effects of heating and load history on the behavior of lead-rubber bearings", Technical Report MCEER-08-0027, Buffalo, New York
  18. KEPCO Nuclear Power Energy Solution (2011), cyper.kepco.co.kr/kepco_new/nuclear_es/sub2_1_2.htm
  19. Martelli, A., Masoni, P., Forni, M., Indirli, M., Spadoni, B., Pasquale, G.D., Lucarelli, V., Sano, T., Bonacina, G. and Castoldi, A. (1991), "ENEA activities on seismic isolation of nuclear and non-nuclear structures", Nucl. Eng. Des., 127, 265-272. https://doi.org/10.1016/0029-5493(91)90050-R
  20. Park, C.H. and Ha, J.J. (2003), Probabilistic Safety Assessment, Brainbook, Korea.
  21. Perotti, F., Domaneschi, M. and Grandis, S.D. (2013), "The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildings", Nucl. Eng. Des., 262, 189-200. https://doi.org/10.1016/j.nucengdes.2013.04.029
  22. Rhee, H.M., Kim, M.K., Sheen, D.H. and Choi, I.K. (2013), "Analysis of uniform hazard spectra for metropolises in the Korean peninsula", EESK J. Earthq. Eng., 17(2), 71-77.
  23. Spencer, B. and Nagarajaiah, S. (2003) "State of the art structural control", J. Struct. Eng., ASCE, 129, 845-856. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845)
  24. Towashiraporn, P. (2004) "Building seismic fragilities using response surface metamodels", Ph.D. Dissertation, Georgia Institute of Technology, USA.
  25. US Nuclear Regulatory Commission Regulatory Guide 1.60 (2014), Design Response Spectra for Seismic Design of Nuclear Power Plants.

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