연속 CIP 공법으로 형성된 PUS 부재의 단면 설계 및 휨 강도 산정
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김승훈 | - |
dc.contributor.author | 노삼영 | - |
dc.contributor.author | 홍성진 | - |
dc.contributor.author | 김갑수 | - |
dc.contributor.author | 한범석 | - |
dc.date.accessioned | 2021-06-23T08:53:46Z | - |
dc.date.available | 2021-06-23T08:53:46Z | - |
dc.date.created | 2021-01-22 | - |
dc.date.issued | 2012-06 | - |
dc.identifier.issn | 1226-9107 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/35089 | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 대한건축학회 | - |
dc.title | 연속 CIP 공법으로 형성된 PUS 부재의 단면 설계 및 휨 강도 산정 | - |
dc.title.alternative | Section Design and Flexural Strength of PUS Member Constructed by Continuous CIP System | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 노삼영 | - |
dc.identifier.bibliographicCitation | 대한건축학회논문집 구조계, v.28, no.06, pp.3 - 10 | - |
dc.relation.isPartOf | 대한건축학회논문집 구조계 | - |
dc.citation.title | 대한건축학회논문집 구조계 | - |
dc.citation.volume | 28 | - |
dc.citation.number | 06 | - |
dc.citation.startPage | 3 | - |
dc.citation.endPage | 10 | - |
dc.type.rims | ART | - |
dc.identifier.kciid | ART001676308 | - |
dc.description.journalClass | 2 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | kci | - |
dc.subject.keywordAuthor | CIP 공법 | - |
dc.subject.keywordAuthor | Uni-wall 공법 | - |
dc.subject.keywordAuthor | 지하벽체 | - |
dc.subject.keywordAuthor | 철골철근콘크리트 | - |
dc.subject.keywordAuthor | 휨 성능 | - |
dc.subject.keywordAuthor | CIP System | - |
dc.subject.keywordAuthor | Uni-wall System | - |
dc.subject.keywordAuthor | Basement Wall | - |
dc.subject.keywordAuthor | Flexural Performance | - |
dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE01891394 | - |
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