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A Structural Analysis of Tsunami-proof Damper in Nuclear Power Plant

원자력 발전소에서 쓰나미 방지용 댐퍼에 대한 구조해석

  • Chin, Do-Hun (Dept. of Industrial Health, Catholic University of Pusan)
  • 진도훈 (부산가톨릭대학교 산업보건학과)
  • Received : 2020.05.22
  • Accepted : 2020.06.29
  • Published : 2020.08.31

Abstract

The purpose of this study is to research dampers, which are applied mainly to buildings adjacent to the coast, such as nuclear facilities, and used for ventilation and can safely protect lives and equipment in emergency situations. Comparing the equivalent stress for three models with hinge reinforcement and support reinforcement based on the early design model for Damper, in the Base model, the highest stress occurred in the part of hinge, especially in the centrally mounted hinge, and after reinforced the hinge, it was occurred in the rear support. For models reinforced hinges and supports, it is considered that reinforcement for stiffness will be required in the future as it entered within the range of allowable stress. For the safety factor distribution, the minimum safety ratio was sufficiently secured at least 1 and was high at the edge of the Damper frame and the Blade. As the hinge was reinforced, the safety factor distribution of Blade was increased, and it was verified that the safety factor was secured through the support reinforcement.

Keywords

References

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