In this study, a new type of the embedded column connection was proposed, and its flexural behavior was evaluated through a series of experimental study. Four full scale specimens for the proposed connections were constructed and tested. From the results, it was found that the flexural stiffness of the proposed connection was higher than that of the semi-rigid connection for all test specimens, and 200mm of embedment length was proper for the given test specimens in this study.

• 박금성(한국건설기술연구원 미래건축연구실) | Park, Keum Sung 교신저자
• 배규웅(한국건설기술연구원 미래건축연구실) | Bae, Kyu Woong
• 이상섭(한국건설기술연구원 미래건축연구실) | Lee, Sang Sup
• 홍성엽(한국건설기술연구원 미래건축연구실) | Hong, Seong-Yub