DC Field | Value | Language |
---|---|---|
dc.contributor.author | 곽효경 | ko |
dc.contributor.author | 서영재 | ko |
dc.date.accessioned | 2010-12-13T07:03:42Z | - |
dc.date.available | 2010-12-13T07:03:42Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2000-11 | - |
dc.identifier.citation | 대한토목학회논문집, v.20, no.6, pp.1017 - 1027 | - |
dc.identifier.issn | 1015-6348 | - |
dc.identifier.uri | http://hdl.handle.net/10203/20968 | - |
dc.description.abstract | This paper deals with a numerical model for the analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of structural behavior, and the slip between steel beam and concrete slab is analyzed through the back-substitution technique from the first to the final element using a governing equation constructed on the basis of the equilibrium and the compatibility condition at each node. The proposed model can be effectively used in simulating the slip behavior of multi-span continuous composite beams. Finally, correlation studies between analytical and numerical results and several parameter studies are conducted with the objective to establish the validity of the proposal model. | - |
dc.language | Korean | - |
dc.language.iso | ko | en |
dc.publisher | 대한토목학회 | - |
dc.title | 부분 강합성보의 슬립거동 | - |
dc.title.alternative | Slip Behavior in Partially Composite Beams | - |
dc.type | Article | - |
dc.subject.alternative | 강재와 콘크리트 부분 합성보 | en |
dc.subject.alternative | 부분 전단연결재 | en |
dc.subject.alternative | 수치모델 | en |
dc.subject.alternative | 선형 부분 전단연결이론 | en |
dc.subject.alternative | 슬립 | en |
dc.type.rims | ART | - |
dc.citation.volume | 20 | - |
dc.citation.issue | 6 | - |
dc.citation.beginningpage | 1017 | - |
dc.citation.endingpage | 1027 | - |
dc.citation.publicationname | 대한토목학회논문집 | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | 곽효경 | - |
dc.contributor.nonIdAuthor | 서영재 | - |
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