변형연화현상을 고려한 철근콘크리트 골조의 비선형 해석법Nonlinear analysis of reinforced concrete frames considering the strain-softening of concerte

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dc.contributor.advisor김진근-
dc.contributor.advisorKim, Jin-Keun-
dc.contributor.author이태규-
dc.contributor.authorLee, Tae-Gyu-
dc.date.accessioned2011-12-13T02:36:53Z-
dc.date.available2011-12-13T02:36:53Z-
dc.date.issued1989-
dc.identifier.urihttp://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=66729&flag=dissertation-
dc.identifier.urihttp://hdl.handle.net/10203/30833-
dc.description학위논문(석사) - 한국과학기술원 : 토목공학과, 1989.2, [ [v], 62 p. ]-
dc.languagekor-
dc.publisher한국과학기술원-
dc.title변형연화현상을 고려한 철근콘크리트 골조의 비선형 해석법-
dc.title.alternativeNonlinear analysis of reinforced concrete frames considering the strain-softening of concerte-
dc.typeThesis(Master)-
dc.identifier.CNRN66729/325007-
dc.description.department한국과학기술원 : 토목공학과, -
dc.identifier.uid000871339-
dc.contributor.localauthor김진근-
dc.contributor.localauthorKim, Jin-Keun-
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CE-Theses_Master(석사논문)
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