Abstract：
Slab-column system has the advantages of explicit and simple loading paths, and has found wide application in recent years. The research on the failure modes of the joints, theoretical and experimental analysis of mechanical property of the joints are summarized herein. Meanwhile, the mechanical performance of the joints of the integral prefabricated prestressed concrete slab-column structure is analyzed and the problems to be further studied are also discussed, for instance, the limitation of research on factors of interface influence, lack of the transfer mechanism among the various factors.
