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Architecture & Urban Research Institute

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ÀúÀÚ¸í À强Áø(Chang, Sung Jin) ; Àü¹ý±Ô(Jeon, Bub Gyu) ; ¹Úµ¿¿í(Park, Dong Uk) ; ±è¼º¿Ï(Kim, Sung Wan)
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¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, Vol.28 No.3(Åë±Ç 159È£) (2024-05)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(141) ÃÑÆäÀÌÁö(7)
ISSN 1226-525X
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ÁÖÁ¦¾î ; Nuclear electric component; Shaking table test; Frequency; Peak acceleration
¿ä¾à2 Earthquakes of magnitude 3.0 or greater occur in Korea about 10 times on average yearly, and the number of earthquakes occurring in Korea is increasing. As many earthquakes have recently occurred, interest in the safety of nuclear power plants has increased. Nuclear power plants are equipped with many cabinet-type control facilities to regulate safety facilities, and function maintenance is required during an earthquake. The seismic performance of the cabinet is divided into structural and functional performances. Structural performance can be secured during the design procedure. Functional performance depends on the vibration performance of the component. Therefore, it is necessary to confirm the seismic performance of the components. Generally, seismic performance is confirmed through seismic simulation tests. When checking seismic performance through seismic simulation tests, it is difficult to determine the effect of frequency and maximum acceleration on an element. In this paper, shaking table tests were performed using various frequencies and various maximum accelerations. The seismic performance characteristics of the functions of electrical equipment components were confirmed through tests.
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DOI https://doi.org/10.5000/EESK.2024.28.3.141