The flexural capacity of beam-column connection using FRP bars as a longitudinal reinforcement was higher than the predictions obtained using the equivalent stress block, whereas its flexural ductility was considerably lower than the companion connections using mild longitudinal bars.

• 이혜진(경기대학교 건축공학과, 석사과정) | Lee, Hye-Jin
• 김시준(경기대학교 플랜트·건축공학과, 연구교수) | Kim, Si-Jun
• 양근혁(경기대학교 플랜트·건축공학과, 교수) | Yang, Keun-Hyeok
• 박상훈(운진건설기업, 관리부, 대리) | Park, Sang-Hun