This study examined the ductile behavior of hybrid steel-reinforced concrete beam systems under reversed cyclic lateral loads. All specimens showed a high ductile performance with the displacement ductility ratio of more than 4.6, regardless of the details of dowel reinforcement at the joint region of the developed hybrid beam system.

• 권혁진(경기대학교 일반대학원 건축공학과) 교신저자
• 양근혁(경기대학교 플랜트·건축공학과) | Yang, Keun Hyeok
• 홍승현(㈜한주에스티) | Hong, Seung Hyun