This research was an attempt to design a new structural concept of non-uniform reinforced and super concrete truss members applying by super concrete which has the compressive strength of 80-200MPa, the tensile strength of 8-20MPa, and the tensile strain of 1.0-5.0%. The super concrete truss members were designed by the Strut-Tie approach as well as aesthetic design concept. The structural performance of designed superconcrete truss was evaluated with the conventional reinforced concrete members.

Abstract
 1. 서 론
 2. 초고강도 콘크리트 적용 트러스 부재의 설계
  2.1 스트럿-타이 모델에 의한 트러스의 설계
  2.2 비정형 트러스 부재의 해석적 검증
 3. 결 론
 참고문헌

• 조창근(조선대학교 건축공학과) | Cho, Chang Geun
• 채윤하(조선대학교 철근콘크리트복합구조 연구실) | Chae, Yunha
• 최종성(조선대학교 철근콘크리트복합구조 연구실) | Choi, Jong-Sung
• 김민지(조선대학교 철근콘크리트복합구조 연구실) | Kim, Min-Ji
• 양혜주(조선대학교 철근콘크리트복합구조 연구실) | Yang, Hye-Ju