In this study, an analysis model with circular arc on the plane is chosen as a representative section of the steel box girder. The steel box girder has thin-walled cross section. When working load is increased in the outer sector, the behavior of the negative reaction and overturning moment are shown up. Curved bridge has a central angle from about 4 to 26 degree. Negative reaction and overturning moment are analyzed according to increase of a central angle from 4 to 26 degree as well as shape factor.

• 김우진(서울시립대학교 토목공학과) | Kim, Woo Jin
• 최진우(서울시립대학교 토목공학과) | Choi, Jin Woo
• 이창욱(서울시립대학교 토목공학과) | Lee, Chang Wook
• 임성순(서울시립대학교 토목공학과) | Yhim, Sung soon 교신저자