Behavior of Composite RCS Beam-Column Joint Subjected to Cyclic Loading

반복하중을 받는 철근콘크리트 기둥과 철골보 합성구조의 접합부 성능에 관한 연구

Recent trends in the construction of building frame feature the increase use of composite steel concrete members functioning together in what terms of mixed structural systems. One of such systems, RCS(reinforced concrete column and steel beam) system, is known to make use of type of member in the most efficient manner to maximize the structural and economic benifits. Based on the results, joint behavior and design were described in terms of two primary modes of failure ; joint panel shear and vertical bearing. In test specimen, joint deformation is observed at internal region greater than at external region.