Acknowledgement
본 연구는 한국연구재단의 지원을 받아 수행한 연구과제입니다(No. 2020R1G1A1007570 & RS-2022-00154571).
References
- Eem S, Choi I. A shape of the response spectrum for evaluation of the ultimate seismic capacity of structures and equipment including high-frequency earthquake characteristics. Journal of the Earthquake Engineering Society of Korea. 2020;24(1):1-8. https://doi.org/10.5000/EESK.2020.24.1.001
- Eem S, Yang B, Jeon H. Earthquake damage assessment of buildings using opendata in the pohang and the gyeongju earthquakes. Journal of the Earthquake Engineering Society of Korea. 2018; 22(3):121-128. https://doi.org/10.5000/EESK.2018.22.3.121
- Korea Meteorological AdministrationEarthquake Notification - 2016. 9.12 20:37. Official notice. c2016.
- Central Disaster Safety Measures HeadquartersPress Releases: Recovery cost of Pohang earthquake. c2017.
- Ministry of the Interior and Safety2017 Statistical Yearbook of Natural Disaster. c2018.
- Ministry of the Interior and Safety2020 Statistical Yearbook of Natural Disaster. c2021.
- Jeong Y, Baek E, Jeon B, Chang S, Park D. Seismic performance of emergency diesel generator for high frequency motions. Nuclear Engineering and Technology. 2019;51(5):1470-1476. https://doi.org/10.1016/j.net.2019.03.012
- US Nuclear Regulatory CommissionRegulatory Guide 1.60: Design Response Spectra for Seismic Design of Nuclear Power Plants. c2014.
- Park HS, Nguyen D, Lee T. Effect of high-frequency ground motions on the response of NPP components: A state-of-the-art review. Journal of the Korean Society of Hazard Mitigation. 2017; 17(6):285-294. https://doi.org/10.9798/KOSHAM.2017.17.6.285
- Kassawara B, Richards J. High Frequency Seismic Inelastic Effects on Equipment Anchorage. EPRI 3002010665. c2017.
- Eem S, Kwag S, Choi I, Jung J, Kim S. Seismic fragility analysis considering the inelastic behavior of equipment anchorages for high-frequency earthquakes. Journal of the Earthquake Engineering Society of Korea. 2021;25(6):261-266. https://doi.org/10.5000/EESK.2021.25.6.261
- Lee CH, Jung JH, Kim SY. Cyclic seismic performance of RBS weak-axis welded moment connections. Journal of Korean Society of Steel Construction. 2015;27(6):513-523. https://doi.org/10.7781/kjoss.2015.27.6.513
- Jeong-Ung Park, Gyu-Baek An. Fracture toughness of thick steel plate for ship building. Journal of Welding and Joining. 2007;25(4):15-19. https://doi.org/10.5781/KWJS.2007.25.4.015
- Yunchan J, Jaekeun H, Jihong P, Dongwook K, Youngseog L. Failure behaviors depending on the notch location of the impact test specimens on the HAZ. The Korean Society of Mechanical Engineers. 2007:808-813.
- Myers AT, Kanvinde AM, Deierlein GG, Fell BV. Effect of weld details on the ductility of steel column baseplate connections. Journal of Constructional Steel Research. 2009;65(6):1366-1373. https://doi.org/10.1016/j.jcsr.2008.08.004
- Lesik DF, Kennedy DJ. Ultimate strength of eccentrically loaded fillet welded connections. c1988.
- Kim M, Choi I. Effect of evaluation response spectrum on the seismic risk of structure. Journal of the Earthquake Engineering Society of Korea. 2009;13(6):39-46. https://doi.org/10.5000/EESK.2009.13.6.039
- Reed JW, Kennedy RP. Methodology for Developing Seismic Fragilities. EPRI TR-103959. c1994.