Show source-provided references
1. Effects of the January 2010 Haitian earthquake on selected electrical equipment
10.1193/1.3636415 ↗3. Seismic evaluation of different types of electrical cabinets in nuclear power plants considering coupling effects: Experimental and numerical study
10.1016/j.net.2023.06.024 ↗4. United States Nuclear Regulatory Commission (USNRC) (1981). Identification of New Unresolved Safety Issues Relating to Nuclear Power Plant Stations (NUREG-0705).
5. United States Nuclear Regulatory Commission (USNRC) (1987). Seismic Qualification of Equipment in Operating Nuclear Power Plants (NUREG-1030).
6. International Atomic Energy Agency (IAEA) (2004). Seismic Design and Qualification for Nuclear Power Plants, IAEA.
9. Jeong, Y.S., Eem, S.H., Jeon, B.G., and Park, D.U. (2022). Evaluation of structural and functional behavior of battery charger for low/high-frequency motions in NPP. Appl. Sci., 12.
10.3390/app12094328 ↗10. Seismic behavior of simplified electrical cabinet model considering cast-in-place anchor in uncracked and cracked concretes
10.1016/j.net.2023.08.002 ↗11. Nagai, M., Minakawa, Y., Hibino, K., Takamatsu, N., Ishida, N., Yoshimura, E., Maruyama, N., and Furuya, O. (2024, January 3–8). Shaking Table Test of Electrical Cabinet Considering Shock Vibration. Proceedings of the 27th International Conference on Structural Mechanics in Reactor Technology, Yokohama, Japan.
13. Shaking table tests of power distribution cabinets: Physical damage, post-earthquake functionality and seismic response evaluation
10.1016/j.istruc.2024.106208 ↗15. Tran, T.T., Cao, A.T., Kim, D., and Chang, S.K. (2020). Seismic vulnerability of cabinet facility with tuned mass dampers subjected to high-and low-frequency earthquakes. Appl. Sci., 10.
10.3390/app10144850 ↗17. Gupta, A., Rustogi, S.K., and Gupta, A.K. (1999, January 15–20). Reconciliation of Experimental and Analysis Results for Switchgear Incabinet Spectra. Proceedings of the 15th International Conference on Structural Mechanics in Reactor Technology, Seoul, Republic of Korea.
18. Ries, M., Hahn, T., and Henkel, F.O. (2017, January 20–25). Seismic Qualification of an Electrical Cabinet: Comparison of Analysis and Test Results. Proceedings of the 24th International Conference on Structural Mechanics in Reactor Technology, Busan, Republic of Korea.
19. Son, H., Park, S., Jeon, B.G., Jung, W.Y., Choi, J., and Ju, B.S. (2020). Seismic qualification of electrical cabinet using high-fidelity simulation under high frequency earthquakes. Sustainability, 12.
10.3390/su12198048 ↗21. Effect of frequency content of earthquake on the seismic response of interconnected electrical equipment
10.3390/civileng1030012 ↗22. Dynamic characteristics of single door electrical cabinet under rocking: Source reconciliation of experimental and numerical findings
10.1016/j.net.2021.01.003 ↗24. Llambias, J.M., Sevant, C.J., and Shepherd, D.J. (1989, January 22–27). Non-Linear Response of Electrical Cubicles for Fragility Estimation. Proceedings of the 10th International Conference on Structural Mechanics in Reactor Technology, Anaheim, CA, USA.
27. Seismic demand estimation of electrical cabinet in nuclear power plant considering equipment-anchor-interaction
10.1016/j.net.2021.10.021 ↗28. Federal Emergency Management Agency (FEMA) (2012). Reducing the Risks of Nonstructural Earthquake Damage—A Practical Guide (FEMA E-74).
30. Electric Power Research Institute (EPRI) (2007). The Effects of High-Frequency Ground Motion on Structures, Components, and Equipment in Nuclear Power Plants, EPRI.
31. Bandyopadhyay, K.K., Hofmayer, C.H., Kassir, M.K., and Pepper, S.E. (1988). Dynamic Amplification of Electrical Cabinets (NUREG/CR-5203).
10.2172/6845732 ↗32. Effect of base shim plates on seismic qualification of electrical control panels
33. Issues of control panel rigidity in seismic qualification
34. Effect of base uplift on dynamic response of electrical and mechanical equipment
35. Seismic response of electrical cabinets considering primary-secondary structure interaction with contact nonlinearity of anchors
10.1080/00223131.2021.2007812 ↗37. Frequency analysis of the motor control centers in a nuclear power plant using testing and simulating methods
38. American Concrete Institute (ACI) (2007). Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary (ACI 355.2-07), ACI.
39. (2019). Standard Specification for Carbon Structural Steel (Standard No. ASTM A36/A36M-19).
41. Grouping effect on the seismic response of cabinet facility considering primary-secondary structure interaction
10.1016/j.net.2019.11.024 ↗43. Chang, S.J., Lee, Y.L., Jeong, Y.S., Kim, J.B., and Park, D.U. (2024). Seismic Test Report for 1st Limit State Test of Load Center, Seismic Research and Test Center (SESTEC), Institute for Research and Business Development Foundation, Pusan National University.
45. (2023). Carbon Steel Square Pipes for General Structural Purposes (Standard No. KS D 3568).
46. Rivera-Rosarino, H.T., and Powell, J.S. (2017). Installation Torque Tables for Noncritical Applications (NASA/TM-2017-219475).
47. (2013). IEEE Standard for Seismic Qualification of Equipment for Nuclear Power Generating Stations (Standard No. IEEE Std 344).
48. Kim, J.B., Kim, S.K., Seo, K.S., and Lee, J.C. (2019, January 23–25). Stress-Strain Curves of Mild Carbon Steels for Decommissioning Wastes Transportation Container. Proceedings of the Korean Nuclear Society Autumn Meeting, Seoul, Republic of Korea.
49. An experimental study on buckling behaviors of cold-formed carbon steel square hollow section compressive members under a concentric axial load
50. United States Nuclear Regulatory Commission (USNRC) (2006). Recommendations for Revision of Seismic Damping Values in Regulatory Guide 1.61 (NUREG/CR-6919).
51. Jeon, B.G., Chang, S.J., Kim, S.W., Park, D.U., and Chun, N. (2024). Experimental study on the acceleration amplification ratio of cable terminations for electric power facilities. Energies, 17.
10.3390/en17225641 ↗53. Shah, S. (2002, January 5–6). Mesh Discretization Error and Criteria for Accuracy of Finite Element Solutions. Proceedings of the 4th ASEAN ANSYS Users Conference, Singapore.
54. Nahar, T.T., Cao, A.T., and Kim, D. (2021). Effective safety assessment of aged concrete gravity dam based on the reliability index in a seismically induced site. Appl. Sci., 11.
10.3390/app11051987 ↗56. (2018). IEEE Recommended Practice for Seismic Design of Substations (Standard No. IEEE Std 693).
57. Evaluation of Acceleration Amplification Factors Based on the Structural Type of Substation for the Seismic Design of Power Facilities
10.7734/COSEIK.2020.33.3.159 ↗