Earticle

초록

영어

Since high-rise buildings require satisfaction of building drift limit due to lateral loads, steel plate shear wall system appears to resist the lateral loads instead of reinforced concrete wall system. But, there is lack of research and understanding of steel plate shear wall system so that no real building of such system exists in Korea. In this study, Standard SPSW system based on the coupling beam connections in parallel with the structure of the steel plate shear walls in a study to assess the performance analysis includes information. For this purpose, a coupled steel plate shear walls with various parameters it is verified by analysis.

목차

Abstract
 1. 서론
  1.1 연구배경
  1.2 연구목적 및 방법
 2. 해석모델 검증
  2.1 검증모델의 개요
  2.2 검증모델의 형상 및 제원
  2.3 요소분할 및 경계조건
  2.4 조사 및 분석방법
  2.5 해석결과 비교ㆍ검토
 3. 강판 병렬전단벽의 내진성능
  3.1 서론
  3.2 Bay 폭을 변수로 한 해석
  3.3 커플링빔의 길이를 변수로 한 해석
 4. 결론
 참고문헌

저자

• 유경석 [ Yoo, Kyoung-Seok | 정회원, 충남대학교 건축공학과 석사과정 ]
• 이강민 [ Lee, Kang-Min | 정회원, 충남대학교 건축공학과 교수, 공학박사 ]
• 김현철 [ Kim, Hyun-Chul | 정회원, 충남대학교 건축공학과 석사과정 ]
• 오경환 [ Oh, Kyung-Hwan | 정회원, 삼성물산(주) 충남대학교 건축공학과 박사수료 ]
• 김강석 [ Kim, Kang-Seok | 정회원, 한전 전력연구원 선임연구원 ]

참고문헌