The existing Full-staging method(FSM) has problems of economic efficiency and clearhead decline due to short applicable span length. This study proposes the thermal prestressing method (TPSM) with eccentric bracket in FSM. The study contains an analysis of TPSM as well as static loading analysis for the proposed method. It was verified that sectional stiffness of applied H beam girder is increased and ultimate strength is improved as well.

• 원성환(연세대학교 토목환경공학과 석사과정) | Won, Seong Hwan
• 정치영(연세대학교 토목환경공학과 박사과정) | Jung, Chi Young
• 김상효(연세대학교 토목환경공학과 교수, 공학박사) | Kim, Sang Hyo