모멘트-곡률 관계에 기초한 반복하중을 받는 철근콘크리트보의 비선형 해석Nonlinear analysis of RC based on moment-curvature relationship under cyclic loads

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Advisors
곽효경researcherKwak, Hyo-Gyoungresearcher
Description
한국과학기술원 : 토목공학과,
Publisher
한국과학기술원
Issue Date
2000
Identifier
158344/325007 / 000983090
Language
kor
Description

학위논문(석사) - 한국과학기술원 : 토목공학과, 2000.2, [ vii, 64 p. ]

Keywords

Bausinger 효과; 부착-슬립; 반복하중; 철근콘크리트 보; Pinching 효과; Pinching effect; Bausinger effect; Bond-slip; Cyclic loading; Reinforced concrete beam

URI
http://hdl.handle.net/10203/31010
Link
http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=158344&flag=dissertation
Appears in Collection
CE-Theses_Master(석사논문)
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