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Half-PC 보와 현장타설 콘크리트의 경계면에 배근된 비인장 강연선의 부착응력-슬립 모델 및 정착길이
Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 노삼영 | - |
| dc.contributor.author | 김형근 | - |
| dc.contributor.author | 이준호 | - |
| dc.contributor.author | 조민주 | - |
| dc.date.accessioned | 2021-06-23T09:07:10Z | - |
| dc.date.available | 2021-06-23T09:07:10Z | - |
| dc.date.created | 2021-01-22 | - |
| dc.date.issued | 2012-03 | - |
| dc.identifier.issn | 1226-9107 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/35795 | - |
| dc.language | 한국어 | - |
| dc.language.iso | ko | - |
| dc.publisher | 대한건축학회 | - |
| dc.title | Half-PC 보와 현장타설 콘크리트의 경계면에 배근된 비인장 강연선의 부착응력-슬립 모델 및 정착길이 | - |
| dc.title.alternative | Bond Stress-Slip Model and Development Length of Untensioned Wire Strand Placed on the Interface between Half-PC Beam and Topping Concrete | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | 노삼영 | - |
| dc.identifier.bibliographicCitation | 대한건축학회논문집 구조계, v.28, no.03, pp.3 - 14 | - |
| dc.relation.isPartOf | 대한건축학회논문집 구조계 | - |
| dc.citation.title | 대한건축학회논문집 구조계 | - |
| dc.citation.volume | 28 | - |
| dc.citation.number | 03 | - |
| dc.citation.startPage | 3 | - |
| dc.citation.endPage | 14 | - |
| dc.type.rims | ART | - |
| dc.identifier.kciid | ART001649256 | - |
| dc.description.journalClass | 2 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | kci | - |
| dc.subject.keywordAuthor | 비인장 강연선 | - |
| dc.subject.keywordAuthor | 인발실험 | - |
| dc.subject.keywordAuthor | 정착길이 | - |
| dc.subject.keywordAuthor | 부착응력-슬립관계 | - |
| dc.subject.keywordAuthor | Untensioned Wire Strand | - |
| dc.subject.keywordAuthor | Pull-Out Test | - |
| dc.subject.keywordAuthor | Development Length | - |
| dc.subject.keywordAuthor | Bond Stress-Slip Relationship | - |
| dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE01815992 | - |
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Related Researcher
- Noh, Sam Young
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)