- Volume 12 Issue 4 Serial No. 47
The composite system, which is consisted of the steel girder and reinforced concrete column has some advantages in the structural efficiency and the construction productivity by complementing the shortcomings between the two materials. This research is aimed at the development of the composite beam-column connection system by which the steel beam can be connected to the R/C column with smooth stress transfer. And, to ensure safety of this system, the tests of moment and shear resisting performance have been carried out for actual size specimen. From the test, the connection system has been preyed to take good resistance and stress transfer between steel girder and reinforced concrete column.
Supported by : 건설교통부
- 철근콘크리트 기둥과 철골 보의 접합부 형식 개발, R&D/95-0093 건설교통부
- 1992年度日本建築學會大會 SRC 造部分 バネル デイスカシツョン 混合構造の現狀とその展望 日本建築學會
- 柱RC.梁S混合構造接合部のせん斷耐力に關する硏究 金洸演
- 철근콘크리트구조설계 김상식