To evaluate the flexural performance of composite precast concrete ribbed slabs, tests are conducted with the variables of dapped-end configurations, support conditions, and longitudinal reinforcements. As the result of the tests, the performance should be evaluated by experiments and analyses using STM(Strut-Tie Model) for the design of dapped-end members

• 김철구(서울대학교 건축학과 석사과정) | Kim, Chul Goo Corresponding Author
• 박홍근(서울대학교 건축학과 교수, 공학박사) | Park, Hong Gun
• 김형근(SH공사 도시연구소 연구위원, 공학박사) | Kim, Hyung Geun
• 강지연(SH공사 도시연구소 책임연구원) | Kang, Ji Yeon
• 이학주(SH공사 도시연구소 연구원) | Lee, Hak-Ju