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원전격납구조물의 유한요소모델과 집중질량모델의 지진응답 비교

Dynamic Responses of Finite Element and Lumped-Mass Stick Models of Nuclear Containment Structure

  • 언어KOR
  • URLhttps://db.koreascholar.com/Article/Detail/356644
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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

There are several techniques to build the lumped-mass stick model, which are tributary-area based conventional model, frequency adaptive model, and advanced model combining the conventional and frequency adaptive models. The present study is to compare the seismic response accuracy of the models including FE model. The target structure is a nuclear containment structure and 45 earthquake ground motions are considered for the seismic analysis. The results show that the advanced lumped-mass model provides similar and more consistent responses to the FE model, compared to other models.

목차
Abstract
 1. 서 론
 2. 유한요소모델과 집중질량모델 생성
 3. 지진응답 비교
 4. 결 론
 참고문헌
저자
  • 임택(전북대학교 토목공학과) | Im Taek
  • 선휘창(전북대학교 토목공학과) | Sun Hwichang
  • 노화성(전북대학교 토목공학과) | Roh Hwasung 교신저자