대구경 확대머리 철근을 적용한 외부 보-기둥 접합부의 구조성능

초록

In this research, the development length of headed bar and the transverse reinforcement ratio of the beam column joint on the seismic behavior of exterior be am column joints was experimentally investigated. Four beam column joints specimens were tested with the large dimeter headed bars. The variables for this study were the side clear cover thickness, transverse reinforcement ratio and failure type. The test results showed enough anchorage capacity of large diameter headed bars and ductile behavior of exterior beam colu mn joints.