Compare to straight girders, horizontally curved girder shows complicate behaviors because the bending moments and torsional moments are always acting simultaneously. Because of non-uniform torsion, one edge of compression flange is yielded faster than the other edge due to combined vertical and lateral moments. Hence, the strength of cross section need to be investigated with the effect of initial curvature. The design specifications, however, does not consider the curvature effect. In this study, as a basic research, the parametric studies are performed to understand the flange local buckling behaviors of horizontally curved girders.

ABSTRACT
 1. 서 론
 2. 상용 설계 기준 및 기존 연구
 3. 해석 결과
 4. 결론
 References

• 김희수(고려대학교 건축사회환경공학부) | Kim Hee Soo
• 김대혁(고려대학교 건축사회환경공학부) | Kim Dae Hyuk
• 이정화(고려대학교 건축사회환경공학부) | Lee Jung Hwa
• 강영종(고려대학교 건축사회환경공학부) | Kang Young Jong