Earticle

초록

영어

This paper summarizes the results of full-scale cyclic tests of weak-axis steel moment connections. A Weak-axis steel moment resisting connection commonly found in building frames is the web axis connection. In this type of connection, the beams are attached to the plane of the column web perpendicularly and it tends to bend the column at its weak axis. In this study, some of the fundamental behaviors of beam-to-column connections were examined by changing the connection details as well as comparing them with previous connection details.
For this purpose, 2 types if weak-axis steel moment connection full scale specimens are fabricated tested to evaluate the seismic performance.

목차

Abstract
 1. 서론
 2. 국내 현장 및 연구자료의 고찰
  2.1 국내 철골모멘트골조 약축방향 접합방식
  2.2 기존 연구 및 자료 분석결과
 3. 실험
  3.1 실험체 계획
  3.2 실험체 설계
  3.2 측정 및 가력계획
  3.3 실험체 설치 및 실험
 4. 실험결과
  4.1 BR-W 실험체
  4.2 PN-W 실험체
 5. 결론
 참고문헌

저자

• 정희택 [ Jung, Hee-Taek | 충남대학교 대학원 석사과정 ]
• 윤석용 [ Youn, Seok Ryong | 충남대학교 대학원 석사과정 ]
• 오경환 [ Oh, Kyung-Hwan | 삼성물산(주) 건설부문, 충남대학교 대학원 박사과정 ]
• 이강민 [ Lee, Kang-Min | 충남대학교 건축공학부 교수, 공학박사 ]

참고문헌