A Study on the Moment and Shear Resisting Performance of Steel Girder - R/C Column Connection

철골 보 - 철근콘크리트 기둥 접합부의 휨 및 전단 저항성능에 관한 연구

  • Received : 2000.02.07
  • Published : 2000.08.27


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


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