Architectural Institute of Korea (AIK) (2016). Korean building code – structural, Ministry of Land, Infrastructure, and Transport Notice No. 2016-317.

ASTM International (2003). Standard test methods for strength of anchors in concrete and masonry elements, ASTM E 488-96.

Bang, J. S., Youn, I., Kwon, Y. and Yim, H. J. (2020). “Nonlinear tensile behavior analysis of torque-controlled expansion anchors using finite element analysis.” Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 24, No. 4, pp. 91-99, http://doi.org/10.11112/jksmi.2020.24.4.91 (in Korean).

Barnett, R. L. (2020). “Overturning file cabinet.” American Journal of Mechanical Engineering, SciEP, Vol. 8, No. 1, pp. 26-39, https://doi.org/10.12691/ajme-8-1-4.

Eem, S. H., Jeon, B. G., Jang, S. J. and Choi, I. K. (2019). “Evaluate the characteristics of vibration caused by rocking modes of electric cabinet under seismic loading.” Transactions of the Korean Society for Noise and Vibration Engineering, KSNVE, Vol. 29, No. 6, pp. 735-744, https://doi.org/10.5050/KSNVE. 2019.29.6.735 (in Korean).

Hur, J. (2012). Seismic performance evaluation of switchboard cabinets using nonlinear numerical mode, Ph.D. Dissertation, Georgia Institute of Technology, Atlanta, USA.

Kim, M. K. (2020). Dynamic performance evaluation of post-anchor installed in power plant, Msc. Thesis, Gangneung-Wonju National University (in Korean).

Lee, J. and Fenves, G. L. (1998). “Plastic-damage model for cyclic loading of concrete structures.” Journal of Engineering Mechanics, ASCE, Vol. 124, No. 8, pp. 892-900, https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892).

Lee, S. M. and Jung, W. Y. (2020). “Evaluation of anchorage performance of the switchboard cabinet under seismic loading condition.” Advances in Mechanical Engineering, Vol. 12, No. 5, https://doi.org/10.1177/1687814020926309.

Lee, S. M. and Jung, W. Y. (2022). “A study on the load characteristics of the anchorage according to the natural frequency change of the electric cabinet in a power plant.” Advances in Mechanical Engineering, Sage, Vol. 14, No. 9, pp. 1-11, https://doi.org/10.1177/16878132221123676.

Lee, N. H. and Park, K. R. (2005). “Qualification of post-installed mechanical anchors in concrete.” Magazine of the Korea Concrete Institute, KCI, Vol. 17, No. 5, pp. 21-28 (in Korean).

Lim, J. E. and Lee, J. H. (2009). “Nonlinear analysis of cyclically loaded concrete-steel structures using an anchor bond-slip model.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 29, No. 5A, pp. 495-501 (in Korean).

Lubliner, J., Oliver, J., Oller, S. and Onate, E. (1989). “A plastic-damage model for concrete.” International Journal of Solids and Structures, Elsevier, Vol. 25, No. 3, pp. 299-326, https://doi.org/10.1016/0020-7683(89)90050-4.

Perry, C., Phipps, M. and Hortacsu, A. (2009). “Reducing the risks of nonstructural earthquake damage.” Proceedings of ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, ASCE, San Francisco, USA, pp. 674-685. https://doi.org/10.1061/41084(364)62.

Shaheen, M. A., Tsavdaridis, K. D. and Salem, E. (2017). “Effect of grout properties on shear strength of column base connections: FEA and analytical approach.” Engineering Structures, Elsevier, Vol. 152, pp. 307-319, https://doi.org/10.1016/j.engstruct.2017.08.065.

Suth, R. and Yoo, S. W. (2014). “An experimental study on pullout characteristics of post-installed set anchor for concrete under edge distance, anchor interval and concrete strength.” Journal of the Korea Academia-Industrial Cooperation Society, KAIS, Vol. 15, No. 4, pp. 2469-2475, http://dx.doi.org/10.5762/KAIS.2014.15.4.2469 (in Korean).

Yun, D. W., Jeon, B. G., Jung, W. Y., Chang, S. J. and Shin, Y. J. (2019). “Analysis of anchorage behavior characteristics of the electrical cabinet using shaking table tests.” Transactions of the Korean Society for Noise and Vibration Engineering, KSNVE, Vol. 29, No. 1, pp. 43-50, https://doi.org/10.5050/KSNVE.2019. 29.1.043 (in Korean).