A Study on the Moment Resisting Performance of the Hybrid Beam-Column Connection System with Structural Tee

T 형강을 사용한 합성골조 보-기둥 접합부의 휨 저항성능에 관한 연구

The composite systems, consisting of R/C Columns-Steel Beams, are reasonable structures because of their constructional and economical advantages, workability and so on. But, it is difficult to apply the composite systems to actual design due to material dissimilarity and complicate stress flow in the connection. This study aims to propose the hybrid beam-column connection system with structural tee and through experimental research make clear the shear and moment resistance capacity and stress transfer mechanism.