Earticle

초록

영어

In this study, 4 types of specimens different the way of shear transfer was tested. In this study, different four types of specimens for RC and SC wall-slab joint was tested. To investigate the joint performance of the specimens, distribution of shear force and fixidity between wall and slab was surveyed by monotonic loading.
We selected 3 types of transfer mechanism of shear force to the wall-slab joint ; 1. The shear force resister by the friction on the joint surface, 2. The shared shear force by the shear plate, 3. The shared shear force by studs on the joint surface. and evaluate the degree of contribution of each part in shear transfer. Especially, slippage of the top rebar was investigated to evaluate the fixidity of the wall-slab joint.

목차

Abstract
 1. 서론
 2. 시험체의 종류와 형태
  2.1 시험체의 종류
  2.2 시험체의 형태
  2.3 시험체의 재질
 3. 실험방법 및 예상하중
  3.1 실험측정장치
  3.2 실험방법
  3.3 예상하중과 변위
 4. 실험결과와 분석
  4.1 균열 상황
  4.2 전단력 - 변위 분포
  4.3 전단플레이트의 부담 전단력
 5. 결론
 참고문헌

저자

• 이정민 [ Lee Jeong-Min | 강구조학회 연구원, 공학석사 ]
• 김우범 [ Kim Woo-Bum | 공주대 건축공학과 교수, 공학박사 ]

참고문헌