Sensitivity Analysis on the Seismic Responses of the Reactor Structures

원자로구조물의 지진응답 민감도해석

  • 이재한 (한국원자력연구소 기계구조개발실) ;
  • 김종범 (한국원자력연구소 기계구조개발실) ;
  • 구경회 (한국원자력연구소 기계구조개발실) ;
  • 김종인 (한국원자력연구소 기계구조개발실) ;
  • 유봉 (한국원자력연구소 기계구조개발실) ;
  • 최순 (한국원자력연구소 원자로기계설계실)
  • Published : 1993.04.01

Abstract

The seismic response of the reactor structures depends on the dynamic charact-eristics of the structures and the input earthquake loadings. The stuctural integ-rity of the reactor internal components can be verified by the dynamic response analyses to implement the effects of the design loadings like earthquakes. The sensitivity analyses of the dynamic characteristics for the analytical model of reactor structures considering the possible variations of the stiffnesses of the CSB upper flange and the snubber were performed to improve the dynamic characteri-stics of the structures against seismic loading. And to enhance the structural design margin of the reactor internal components the nonlinear time history analyses were attempted for the modified analytical model, and the results were compared between the reference model and the modified ones.

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