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Seismic evaluation of different types of electrical cabinets in nuclear power plants considering coupling effects: Experimental and numerical study

  • Md Kamrul Hasan Ikbal (Department of Civil and Environmental Engineering, Kongju National University College of Engineering, Smart Natural Space Research Center) ;
  • Dong Van Nguyen (Department of Civil and Environmental Engineering, Kongju National University College of Engineering, Smart Natural Space Research Center) ;
  • Seokchul Kim (Korea Hydro & Nuclear Power Co., LTD) ;
  • Dookie Kim (Department of Civil and Environmental Engineering, Kongju National University College of Engineering, Smart Natural Space Research Center)
  • Received : 2023.03.30
  • Accepted : 2023.06.13
  • Published : 2023.09.25

Abstract

The objective of this research is to assess the seismic performance of different types of electrical cabinets in nuclear power plants. The cabinets under investigation are: (a) Case 1: a short single cabinet; (b) Case 2: a tall single cabinet; (c) Case 3: separated cabinets; and (d) Case 4: a combined cabinet with coupling effects. To accurately capture the real behavior of the cabinet, three-dimensional finite element models are developed using ANSYS with connection non-linearity. Frequency domain decomposition (FDD) is used to determine the dynamic properties of the cabinets from shaking table testing data, and these results are utilized to validate the numerical model. The close match between the experimental and numerical results obtained from the modal analysis demonstrates the accuracy of the numerical model. Subsequently, transient structural analysis is performed on the validated models to explore seismic performance. The results show that the acceleration response of the combined cabinet is lower than the single cabinet and the separated cabinet. This observation suggests that top anchors used to combine two different types of cabinets play a crucial role in assessing the efficiency and seismic resistance of electrical cabinets in a nuclear power plant.

Keywords

Acknowledgement

This research was supported by the Underground City of the Future Program and funded by the Ministry of Science and ICT.

References

  1. A. Filiatrault, T. Sullivan, Performance-based seismic design of nonstructural building components: the next frontier of earthquake engineering, Earthq. Eng. Eng. Vib. V13 (2014).
  2. J. Hur, Seismic Performance Evaluation of Switchboard Cabinets Using Nonlinear Numerical Models, Georgia Institute of Technology, 2012.
  3. E. Lim, A Method for Generating Simplified Finite Element Models for Electrical Cabinets, Georgia Institute of Technology, 2016.
  4. L. Baccarini, M. Capretta, M. Casirati, et al., Seismic Qualification Tests of Electric Equipment for Caorso Nuclear Plant: Comments on Adopted Test Procedure and Results, 1975.
  5. S.G. Cho, D. Kim, S. Chaudhary, A simplified model for nonlinear seismic response analysis of equipment cabinets in nuclear power plants, Nucl. Eng. Des. V241 (2011).
  6. M.K. Kim, I.K. Choi, A failure mode evaluation of a 480V MCC in nuclear power plants at the seismic events, in: 20th International Conference on Structural Mechanics in Reactor Technology, Finland, August 9-14, 2009, 2009.
  7. A.T. Cao, T.T. Tran, T.H.X. Nguyen, et al., Simplified approach for seismic risk assessment of cabinet facility in nuclear power plants based on cumulative absolute velocity, Nucl. Technol. V206 (2020).
  8. T.T. Tran, A.T. Cao, D. Kim, et al., Seismic vulnerability of cabinet facility with tuned mass dampers subjected to high-and low-frequency earthquakes, Appl. Sci. V10 (2020).
  9. W. Djordjevic, J.J. O'Sullivan, Guidelines for Development of In-Cabinet Amplified Response Spectra for Electrical Benchboards and Panels, Electric Power Research Inst, Palo Alto, CA (USA), 1990.
  10. A. Gupta, S.K. Rustogi, A.K. Gupta, Ritz vector approach for evaluating in cabinet response spectra, Nucl. Eng. Des. V190 (1999).
  11. A. Gupta, J. Yang, Modified Ritz vector approach for dynamic properties of electrical cabinets and control panels, Nucl. Eng. Des. V217 (2002).
  12. T.T. Tran, D. Kim, Uncertainty quantification for nonlinear seismic analysis of cabinet facility in nuclear power plants, Nucl. Eng. Des. V355 (2019).
  13. S.M. Lee, W.Y. Jung, Evaluation of anchorage performance of the switchboard cabinet under seismic loading condition, Adv. Mech. Eng. V12 (2020).
  14. S.G. Cho, K. Salman, Seismic demand estimation of electrical cabinet in nuclear power plant considering equipment-anchor-interaction, J. Nucl. Eng. Technol. V54 (2022).
  15. B.J. Goodno, N.C. Gould, P. Caldwell, et al., Effects of the January 2010 Haitian Earthquake on Selected, Electric. Equip. 27 (2011).
  16. T.T. Tran, A.T. Cao, D. Kim, Fragility assessment for electric cabinet in nuclear power plant using response surface methodology, Nucl. Eng. Technol. V51 (2019).
  17. A. Latif, K. Salman, D. Kim, Seismic response of electrical cabinets considering primary-secondary structure interaction with contact nonlinearity of anchors, Nucl. Sci. Technol. V59 (2022).
  18. K. Salman, T.T. Tran, D. Kim, Seismic capacity evaluation of NPP electrical cabinet facility considering grouping effects, Nucl. Sci. Technol. V57 (2020).
  19. K. Salman, T.T. Tran, D. Kim, Grouping effect on the seismic response of cabinet facility considering primary-secondary structure interaction, Nucl. Sci. Technol. V52 (2020).
  20. EEE-693-2005, IEEE Recommended Practice for Seismic Design of Substations, Institute of Electrical and Electronics Engineers, Piscataway, 2005.
  21. AC156, Acceptance Criteria for Seismic Qualification by Shake-table Testing of Nonstructural Components and Systems, 2006.
  22. C.H. Ng, P.Y. Chen, On the evolution of the regulatory guidance for seismic qualification of electric and active mechanical equipment for nuclear power plants, in: 2009 International Congress on Advances in Nuclear Power Plants, Japan, 10-14 May 2009, 2009.
  23. IEEE 344, IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations, vol. 344, 2004.
  24. R. Brincker, L. Zhang, P. Andersen, Modal identification of output-only systems using frequency domain decomposition, Smart Mater. Struct. V10 (2001).
  25. B.H. Kim, N. Stubbs, T. Park, A new method to extract modal parameters using output-only responses, J. Sound Vib. V282 (2005).
  26. J. Cara, Modal identification of structures from input/output data using the Expectation-maximization algorithm and uncertainty quantification by mean of the bootstrap, Struct. Control Health Monit. V26 (2019).
  27. B.H. Park, K.J. Kim, Vector ARMAX Modeling Approach in Multi-Input Modal Analysis, Mechanical Systems and Signal Processing, vol. 3, 1989.
  28. R. Brincker, L. Zhang, and P. Andersen, "Modal Identification from Ambient Responses Using Frequency Domain Decomposition." pp. 625-630.
  29. K. Salman, S. Gook Cho, Effect of frequency content of earthquake on the seismic response of interconnected electrical equipment, CivilEng V1 (2020).
  30. T.T. Nahar, M.M. Rahman, D. Kim, Effective safety assessment of aged concrete gravity dam based on the reliability index in a seismically induced site, Appl. Sci. V11 (2021).
  31. S. Pakzad, Dynamics of civil structures, Proceedings of the 36th Imac, a Conference and Exposition on Structural Dynamics 2018, vol. 2, Springer, 2018.
  32. C. Shah, "Mesh Discretization Error and Criteria for Accuracy of Finite Element Solutions.".
  33. A.K. Chopra, Dynamics of Structures, fourth ed. ed., 2007.
  34. R.J. Morante, Recommendations for Revision of Seismic Damping Values in Regulatory Guide 1, vol. 61, Citeseer, 2006.
  35. M. Archila, C. Ventura, A. Figueira et al., "Modal Testing of Non-structural Components for Seismic Risk Assessment." pp. 239-246..
  36. D. Watkins, L. Chui, T. Hutchinson, et al., Survey and Characterization of Floor and Wall Mounted Mechanical and Electrical Equipment in Buildings, vol. 11, 2009.
  37. M. Miari, K.K. Choong, R. Jankowski, Seismic Pounding between Adjacent Buildings: Identification of Parameters, Soil Interaction Issues and Mitigation Measures, vol. 121, 2019.
  38. A. Richardson, K.K. Walsh, M.M. Abdullah, Closed-form Design Equations for Controlling Vibrations in Connected Structures, vol. 17, 2013.
  39. R. Jankowski, S. Mahmoud, Linking of Adjacent Three-Storey Buildings for Mitigation of Structural Pounding during Earthquakes, vol. 14, 2016.
  40. R.R. Craig, A.J. Kurdila, Fundamentals of Structural Dynamics, John Wiley & Sons, 2006.
  41. S. Moaveni, Finite Element Analysis Theory and Application with ANSYS, Pearson Education India, 2011.