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Seismic Analysis on a Control Panel of (Nuclear) Power Plant

발전소 주 제어실 제어패널의 내진해석

  • 이흥식 (인하대학교 대학원 기계공학과) ;
  • 김명구 (인하대학교 대학원 기계공학과) ;
  • 조종두 (인하대학교 기계공학과)
  • Published : 2005.06.01

Abstract

In this paper, seismic qualification analysis for the Plant control Panel is carried out to confirm the structural integrity under the seismic conditions represented by required response spectra(RRS). The finite element method(FEM) is used for the analysis and a mode combination method is adopted to obtain a more reliable spectrum analysis results. In addition, the experimental analysis is performed to compare the reliability of the analytical results. The analysis results shows that the plant control panel system is designed to have the dynamic rigidity with no resonance frequency below 33 Hz. The analytically calculated maximum stress of the plant control panel system is $36\%$ of the field strength of material, thus it can be shown that the system has a stable structure for the seismic load.

Keywords

References

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