The object of this study is to evaluate static behavior of transverse connection of slab-type modular bridge. Especially, this paper focus on evaluation that shear key and tendon force affect bending strength of transverse connection of slab-type modules. We compared and examined the bending performance of connection through a structural test (4-point bending test). This experimental results show that bending strength of transverse connection of slab-type modules are influenced a number of shear key and amounts of tendon force. So in order to apply to modular construction, it is necessary to research in connection of slab-type modules.

• 이해균(성균관대학교 석사과정) | Lee, Hae Kyun
• 한범진(성균관대학교 석사과정) | Han, Bum Jin
• 정지은(성균관대학교 석사과정) | Jeong, Ji Eun
• 최진웅(성균관대학교 박사과정) | Choi, Jin Woong
• 박선규(성균관대학교 사회환경시스템공학과 교수) | Park, Sun Kyu