The main objective of this paper is to investigate the static behavior of a prestressed concrete (PSC) girder. The monolithic girder has the same geometric and material properties with respect to the splice girder. In this study transverse prestressing method was treated to connect girders as an application of modular technology, and various experiments were performed to measure a connection capacity and to evaluate structural behaviors between double T-girder.

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• 조두용(성균관대학교 건설환경시스템공학과 연구교수) | Cho, Doo Yong
• 최진웅(성균관대학교 건설환경시스템공학과 박사과정) | Choi, Jin Woong
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• 정지은(성균관대학교 건설환경시스템공학과 석사과정) | Jung, Ji Eun