It is same such as the provision of shear buckling strength of steel composite box girder web panel and plate girder web panel in Korea Highway Bridge Design Standards(2012). But the web panel of steel composite box girder is different from the web of plate girder in that the upper slab and lower flange are connected to the web. So a different shear behavior of the girders is expected. In this study, To calculate a reasonable elastic shear buckling strength of steel composite box girder web panel, ABAQUS program was used. The results from F.E.A and previous studies are compared. It is shown that the web shear buckling strength of steel composite box girder of Korea Highway Bridge Design Standards(2012) is the most conservative.

1. 서 론
2. 본론
3. 결 론
ACKNOWLEDGMENT
References

• 김대혁(고려대학교 건축사회환경공학과 박사과정) | Kim, Dae-Hyeok
• 한상윤(고려대학교 초고층초장대 기술연구소 연구교수) | Han, Sang-Yun
• 김정훈(고려대학교 건축사회환경공학과 연구교수) | Kim, Jung-Hun
• 강영종(고려대학교 건축사회환경공학부 교수) | Kang, Young-Jong Corresponding author