Evaluation of Seismic Margin of Existing Steel Structure Based on Seismic Margin Assessment

내진여유도평가법에 근거한 기존 강구조물의 내진성능평가

  • 황규호 (한국전력기술(주) 종합안전성평가연구그룹 내진안전성평가팀) ;
  • 송정국 (한국전력기술(주) 종합안전성평가연구그룹 내진안전성평가팀) ;
  • 강선구 (한국전력기술(주) 종합안전성평가연구그룹 내진안전성평가팀) ;
  • 서용표 (한국전력연구원 원자력연구실 토건그룹)
  • Published : 2002.03.01

Abstract

The Turbine Building of nuclear power plant is classified as non safety-related structure. During the operation, there may be possibility the original licensing basis would be changed, which makes non safety-related structure safety-related. Such a change in regulation requires utility to perform seismic qualification for the existing structure and their facilities. Thus it is meaningful to evaluate seismic margin of the existing non-qualified building structure. In addition, in this paper it is shown that a modification to the structure can enhance their seismic capacity.

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