모멘트-곡률 관계에 기초한 철근콘크리트 보의 비선형 해석Nonlinear analysis of RC beams based on moment-curvature relations
- Advisors
- 곽효경researcher; Kwak, Hyo-Gyoungresearcher
- Description
- 한국과학기술원 : 토목공학과,
- Publisher
- 한국과학기술원
- Issue Date
- 1999
- Identifier
- 150103/325007 / 000973170
- Language
- kor
- Description
학위논문(석사) - 한국과학기술원 : 토목공학과, 1999.2, [ v, 72 p. ]
- Keywords
모멘트-곡률; 부착슬립; 소성힌지길이; 인장강화효과; 철근콘크리트 보; RC beam; Moment-curvature; Bond-slip; Plastic hinge length; Tension stiffening effect; Cracks
- Appears in Collection
- CE-Theses_Master(석사논문)
- Files in This Item
- There are no files associated with this item.
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