Since 1990’s, many researches about ultra high performance concrete have been conducted. Compare to conventional concrete, it shows significantly high compressive and tensile strength so that leads to reduce the self weight of structures. However, the use of slender member may meet the buckling failure that is not common phenomenon in concrete structures so far. Most design codes have not suggested any provisions for buckling limit states and very few of researches have been conducted for buckling of concrete girders. In this study, a number of finite element analysis were carried out to investigate the buckling behavior of UHPC I-shaped girders.

ABSTRACT
 1. 서 론
 2. 구조해석
  2.1 인장강도에 따른 좌굴거동
  2.2 비지지길이에 따른 횡-비틀림 좌굴거동
 3. 결 론
 References

• 이기세(고려대학교 건축사회환경공학부) | Lee Kee-sei
• 이정화(고려대학교 건축사회환경공학부) | Lee Jeong-hwa
• 한상윤(고려대학교 건축사회환경공학부) | Han Sang-yun
• 강영종(고려대학교 건축사회환경공학부) | Kang Young-jong