1 |
Calvi, P.M. (2014), "Relative displacement floor spectra for seismic design of nonstructural elements", J. Earthq. Eng., 18(7), 1037-1059. https://doi.org/10.1080/13632469.2014.923795.
DOI
|
2 |
Chang, S.J., Jeong, Y.S., Eem, S.H., Choi, I.K. and Park, D.U. (2021), "Evaluation of MCC seismic response according to the frequency contents through the shake table test", Nucl. Eng. Technol., 53(4), 1345-1356. https://doi.org/10.1016/j.net.2020.10.002.
DOI
|
3 |
Dhakal, R.P., Pourali, A., Tasligedik, A.S., Yeow, T., Baird, A., MacRae, G., ... and Palermo, A. (2016), "Seismic performance of non-structural components and contents in buildings: An overview of NZ research", Earthq. Eng. Eng. Vib., 15(1), 1-17. https://doi.org/10.1007/s11803-016-0301-9.
DOI
|
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", Trans. Korean Soc. Noise Vib. Eng., 29(6), 735-744.
DOI
|
5 |
Eleftheriadou, A.K. and Karabinis, A.I. (2012), "Seismic vulnerability assessment of buildings based on damage data after a near field earthquake (7 September 1999 Athens-Greece)", Earthq. Struct., 3(2), 117-140. http://doi.org/10.12989/eas.2012.3.2.117.
DOI
|
6 |
Kim, M.K. and Choi, I.K. (2011), "A shaking table test for an Reevaluation of seismic fragility of electrical cabinet in NPP", J. Comput. Struct. Eng. Inst. Korea, 24(3), 295-305.
|
7 |
Lee, S.H., Choi, H.S. and Jeon, B.G. (2014), "Test procedures and practices of seismic performance certification for nonstructural components", Mag. Korea Inst. Struct. Mainten. Inspect., 18(3), 48-56.
|
8 |
Lee, S.M. and Jung, W.Y. (2020), "Evaluation of anchorage performance of the switchboard cabinet under seismic loading condition", Adv. Mech. Eng., 12(5), 1687814020926309. https://doi.org/10.1177/1687814020926309.
DOI
|
9 |
Lee, S.M. Jeon, B.G., Yoon, D.W., Kim, S.W. and Jung, W.Y. (2020), "Seismic response characteristics of used molded transformer anchored on concrete slab", Trans. Korean Soc. Noise Vib. Eng., 30(6), 624-633.
DOI
|
10 |
Liu, C., Ma, K., Wei, X., He, G., Shi, W. and Zhou, Y. (2017), "Shaking table test and time-history analysis of high-rise diagrid tube structure", Period. Polytech. Civil Eng., 61(2), 300-312. https://doi.org/10.3311/PPci.9243.
DOI
|
11 |
Oh, S.H., Park, H.Y. and Choi, K.K. (2018), "Seismic damage status and characteristics of non-structural elements", Korea Soc. Nois. Vib. Eng., KSNVE, 28, 71-77.
|
12 |
Gupta, A., Rustogi, S.K. and Gupta, A.K. (1999), "Ritz vector approach for evaluating incabinet response spectra", Nucl. Eng. Des., 190(3), 255-272. https://doi.org/10.1016/S0029-5493(99)00076-X.
DOI
|
13 |
Hur, J. (2012), "Seismic performance evaluation of switchboard cabinets using nonlinear numerical models", Doctor of Philosophy in the School of Civil and Environmental Engineering, Georgia Institute of Technology, USA.
|
14 |
Mottaghi-Kashtiban, M. and Shayesteh, M.G. (2011), "New efficient window function, replacement for the hamming window", IET Signal Pr., 5(5), 499-505. https://doi.org/10.1049/iet-spr.2010.0272.
DOI
|
15 |
Moon, J.Y., Kwon, M.H., Kim, J.S. and Lim, J.H. (2018), "Seismic fragility evaluation of cabinet panel by nonlinear time history analysis", J. Korea Acad.-Indust. Coop. Soc., 19(2), 50-55. https://doi.org/10.5762/KAIS.2018.19.2.50.
DOI
|
16 |
Salahudin, F. and Setiyono, B. (2019), "Design of Remote Terminal Unit (RTU) panel supply monitoring based on IOT case study at PLN", 2019 6th International Conference on Information Technology, Computer and Electrical Engineering (ICITACEE), September.
|
17 |
Preciado, A., Ramirez-Gaytan, A., Salido-Ruiz, R.A., Caro-Becerra, J.L. and Lujan-Godinez, R. (2015), "Earthquake risk assessment methods of unreinforced masonry structures: Hazard and vulnerability", Earthq. Struct., 9(4), 719-733. http://doi.org/10.12989/eas.2015.9.4.719.
DOI
|
18 |
Ridder, G.C. and Djordjevic, W. (1995), "Results of the USI A-46 seismic walkdown program at the Kewaunee Nuclear Power Plant (No. CONF-950740-)", American Society of Mechanical Engineers, New York, NY, USA
|
19 |
RRA (2015), Seismic Test Method for Telecommunication Facilities, National Radio Research Agency, Seoul, South Korea.
|
20 |
Yang, J., Rustogi, S.K. and Gupta, A. (2003), "Rocking stiffness of mounting arrangements in electrical cabinets and control panels", Nucl. Eng. Des., 219(2), 127-141. https://doi.org/10.1016/S0029-5493(02)00279-0.
DOI
|
21 |
Kang, S., Kim, B., Bae, S., Lee, H. and Kim, M. (2019), "Earthquake-induced ground deformations in the low-seismicity region: A case of the 2017 M5. 4 Pohang, South Korea, earthquake", Earthq. Spectra, 35(3), 1235-1260. https://doi.org/10.1193/062318EQS160M.
DOI
|
22 |
Yun, D.W., Chang, S.J., Jeon, B.G., Eem, S.H. and Choi, I.K. (2019), "An experimental study on characteristics of vibration caused by rocking modes of electric cabinet under seismic loading", Proceedings of the 25th Conference on Structural Mechanics in Reactor Technology, Charlotte, NC, August.
|
23 |
Yurdakul, M., Yilmaz, F., Artar, M., Can, O., Oner, E. and Daloglu, A.T. (2021), "Investigation of time-history response of a historical masonry minaret under seismic loads", Struct., 30, 265-276. https://doi.org/10.1016/j.istruc.2021.01.008.
DOI
|
24 |
Hwang, K.M., Chun, N.H., Chung, G.Y. and Park, K.S. (2020), "Study on seismic performance evaluation and verification of seismic safety for power cable tunnels", KEPCO J. Electric Power Energy, 6(4), 439-445. https://doi.org/10.18770/KEPCO.2020.06.04.439.
DOI
|
25 |
ICC ES AC 156 (2010), Acceptance Criteria for Seismic Certification by Shake-table Testing of Nonstructural Components, International Code Council, New York, NY, USA.
|
26 |
Jeon, B.G., Yun, D.W., Shin, Y.J. and Jung, W.Y. (2019), "Seismic performance evaluation for hydroelectric power plants RTU panel by shaking table tests", Korea Soc. Nois. Vib. Eng., KSNVE, 29(6), 770-779.
|
27 |
KDS 41 17 00 (2019), Korean Design Standard, Ministry of Land, Infrastructure, and Transport, Seoul, South Korea.
|
28 |
Abdelnaby, A.E. and Elnashai, A.S. (2015), "Numerical modeling and analysis of RC frames subjected to multiple earthquakes", Earthq. Struct., 9(5), 957-981. http://doi.org/10.12989/eas.2015.9.5.957.
DOI
|