KOREASCHOLAR

In the present study, to investigate the seismic behavior of a cabinet under earthquakes, three types of mass blocks (top load, center load, and bottom load) were selected as the cabinet's internal structure, and the vibration characteristics according to the load arrangement were studied. The internal structure simulates the device modules installed inside the cabinet. The cabinet's modal characteristics and response spectrum were evaluated under the three types of loads. Six modes, displacement, and acceleration responses for each load were analyzed. The analysis results showed that mode 1 had the lowest frequency, and that the frequency increased by approximately two times as the mode increased. The change in natural frequency according to load placement was confirmed through modal analysis of the cabinet. The cabinet's displacement and acceleration were greatest in the x-axis and lowest in the y-axis. Displacement and acceleration according to the load distribution at the top, center, and bottom were within a certain range, so the vibration characteristics of the internal structure of the cabinet were limitedly affected.

Abstract
1. 서 론
2. 캐비닛 구조 및 형상 모 델링
    2.1 캐비닛 구조
    2.2 형상 모 델링
    2.3 모 드해석과 응답 스펙트럼
3. 캐비닛 해석
    3.1 모 드해석
    3.2 응답 스펙트럼해석
4. 결 론
References

• 이창수(RMS Technology Co., LTD., Ph.D. Student, Dept. of Mechanical Engineering, Sunmoon University) | Chang Soo Lee
• 권영철(Department of Mechanical Engineering, Sunmoon University) | Young Chul Kwon Corresponding author