Earticle

초록

영어

The objective of this study is to find out the value of the Carry Over Factor (C.O.F) of a haunched beam. When the beam is prismatic, the C.O.F is 0.5. When  and the λ of the haunched beam increase, the value of C.O.F is also increases.
Generally, the value of C.O.F of a horizontal haunch case is greater than that of an inclined one. Given the λ, the fluctuation range of the C.O.F of a horizontal haunch beam is greater than that of an inclined one. Therefore the horizontal shape of a haunch gives a more influence on the C.O.F than that of inclined one.

목차

Abstract
 1. 서론
 1.1 연구의 배경
 1.2 연구의 가정
 3. 변단면보의 처짐각
  3.1 직각헌치 대칭보에 있어서 처짐각
  3.2 사선헌치 대칭보에 있어서 처짐각
  3.3 직각헌치 비대칭보에 있어서 처짐각
  3.4 사선헌치 비대칭보에 있어서 처짐각
 4. 결론
 참고문헌

저자

• 송길호 [ Song, Kil Ho | 충북대학교 건축공학과 대학원 박사과정 ]
• 박제한 [ Park, Je Han | 충북대학교 건축공학과 학사과정 ]
• 곽순섭 [ Kwak, Soon Seop | 충북대학교 건축공학과 교수, 공학박사 ]

참고문헌