Earticle

초록

영어

For steel structures of building, the connect which connects column and beam must have structural rigidity of the movement and the transmission of stress, with showing the resistance force and the ability of deformation by design considered performance for construction work enough. Generally, all of the analysis and design of connect is assumed the rigid style that does not make a rotation occur but delivers the moment at the panel point and the pinned style which breaks out a rotation only. However, actually, the safety of frame and economical design is not applied in movement of realistic buildings, because the movement of column-beam connect slightly have binding force for delivering moment and rotation. Accordingly, this research will give the basic materials of connect design by reformed T-stub which closes to semi-rigid connection improved turning force. In cases of four models, I had loaded the specimens with giving variables the length of overhang. Through the research, I got some conclusions as follows. 1) The leverage effect of the tension connect did not happen. 2) TL4 specimen which was the longest overhang length had the biggest ultimate strength. 3) The semi-rigid connection of unified T-stub connect showed good restoring force situation for repeated load. 4) It is necessary that we should find a proper measure to take care of slip phenomenon of the connect caused by repeated load.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
  1.2 연구방법 및 범위
 2. 일체형 T-stub의 접합부 실험
  2.1 실험의 계획
  2.2 가력 및 측정방법
 3. 실험결과 및 분석
  3.1 최대하중-변형율 분석
  3.2 하중-변위 분석
 4. 결론
 참고문헌

키워드

저자

• 김현지 [ Kim, Hyun-Ji | 동서대학교 대학원 ]
• 전대한 [ Jun, Dae-Han | 동서대학교 건축토목공학부 부교수 ]
• 양창진 [ Yang, Chang-Jin | 동서대학교 건축토목공학부 부교수 ]

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690