Evaluation on Flexural Performance of Double Rib Unit Deep-Deck Plate Slabs
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 허인욱 | - |
dc.contributor.author | 할리오나 | - |
dc.contributor.author | 최승호 | - |
dc.contributor.author | 김성배 | - |
dc.contributor.author | 윤상천 | - |
dc.contributor.author | 김강수 | - |
dc.date.accessioned | 2022-11-11T09:40:18Z | - |
dc.date.available | 2022-11-11T09:40:18Z | - |
dc.date.created | 2022-11-11 | - |
dc.date.issued | 2022-10 | - |
dc.identifier.issn | 2733-6239 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/86071 | - |
dc.description.abstract | Recently, deep-deck plates has been widely used in the domestic construction market because it can minimize temporary form works withgood constructability and economical advantages. In this study, a newly developed Double Rib Unit Deep-Deck (D-deck) plate which can leadto saving story heights has been introduced, and experiments on a total of four D-deck slabs have been carried out to investigate theirflexural performances. In addition, in order to analyze the flexural behavior and strength of the D-deck slab according to the degree ofcomposite, nonlinear finite element analysis (FEA) was performed for three cases – fully composite, partially composite, and non-composite,and the load-deflection relationship for each case was compared with the experimental results. It was found that the D-Deck slab can beconsidered as a partially composite member with the friction coefficient of 0.2. | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 대한건축학회 | - |
dc.relation.isPartOf | 대한건축학회논문집 | - |
dc.title | Evaluation on Flexural Performance of Double Rib Unit Deep-Deck Plate Slabs | - |
dc.title.alternative | 더블리브유닛 깊은 데크플레이트 슬래브의 휨 성능 평가 | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.description.journalClass | 1 | - |
dc.identifier.doi | 10.5659/JAIK.2022.38.10.257 | - |
dc.identifier.bibliographicCitation | 대한건축학회논문집, v.38, no.10, pp.257 - 264 | - |
dc.identifier.kciid | ART002891343 | - |
dc.description.isOpenAccess | N | - |
dc.identifier.scopusid | 2-s2.0-85141043319 | - |
dc.citation.endPage | 264 | - |
dc.citation.startPage | 257 | - |
dc.citation.title | 대한건축학회논문집 | - |
dc.citation.volume | 38 | - |
dc.citation.number | 10 | - |
dc.contributor.affiliatedAuthor | 윤상천 | - |
dc.subject.keywordAuthor | 춤이 깊은 데크플레이트 | - |
dc.subject.keywordAuthor | 합성 슬래브 | - |
dc.subject.keywordAuthor | 휨 성능 | - |
dc.subject.keywordAuthor | 합성도 | - |
dc.subject.keywordAuthor | 비선형유한요소해석 | - |
dc.subject.keywordAuthor | deep-deck plate | - |
dc.subject.keywordAuthor | composite slab | - |
dc.subject.keywordAuthor | flexural performance | - |
dc.subject.keywordAuthor | degree of composite | - |
dc.subject.keywordAuthor | nonlinear finite element analysis | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
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