Earticle

초록

영어

Steel moment frames with weak axis connection are used in domestic steel fields as a lateral load resisting system as well as strong axis steel moment connection unlike USA or Europe. However, these connection types have been frequently used in domestic steel construction fields even though researches on these connection types could be hardly found. Therefore, the main purpose of this research is to evaluate the cumulative energy dissipation capacity based on researches on steel moment frame with weak axis connections that had been performed by other researchers.

목차

Abstract
 1. 서론
 2. 기존 실험연구
  2.1 실험체 상세
  2.2 실험체 설치 및 실험
 3. 실험결과
  3.1 하중-변위 곡선
  3.2 모멘트-회전각 곡선
  3.3 실험결과의 분석
 4. 에너지소산 능력 비교
  4.1 데이터 분석
  4.2 축적 에너지소산능력 비교
 5. 결론
 참고문헌

저자

• 오세정 [ Oh, Se-Jeong | 충남대학교 건축공학과 학부과정 ]
• 이상규 [ Lee, Sang-Kyu | 충남대학교 건축공학과 학부과정 ]
• 이예 [ Li-Ruy | 충남대학교 대학원 건축공학과 석사과정 ]
• 이강민 [ Lee, Kang-Min | 충남대학교 건축공학과 교수, 공학박사 ]

참고문헌