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강섬유 혼입률과 형상비에 따른 철근콘크리트 연결보의 거동특성
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 최지윤 | - |
| dc.contributor.author | 최창식 | - |
| dc.date.accessioned | 2023-10-10T02:38:24Z | - |
| dc.date.available | 2023-10-10T02:38:24Z | - |
| dc.date.created | 2023-07-21 | - |
| dc.date.issued | 2021-11 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/191816 | - |
| dc.description.abstract | In this study, in order to evaluate the behavioral characteristics of reinforced concrete coupling beams with volume fraction and aspect ratio, cyclic lateral loading experiments of coupling beams were conducted using volume fraction of 0%, 1%, and 2% and aspect ratios of 60 and 80 as variables. Based on the experimental results, we intend to suggest the possibility of rebar detail simplification by incorporating steel fibers into the connecting beams. | - |
| dc.language | 한국어 | - |
| dc.language.iso | ko | - |
| dc.publisher | 한국콘크리트학회 | - |
| dc.title | 강섬유 혼입률과 형상비에 따른 철근콘크리트 연결보의 거동특성 | - |
| dc.title.alternative | Hysteretic Behavior of Reinforced Concrete Coupling Beams with Volume Fraction of Steel Fiber and Aspect Ratio | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | 최창식 | - |
| dc.identifier.bibliographicCitation | 한국콘크리트학회 2021년 가을 학술대회 논문집, v.33, no.2, pp.77 - 78 | - |
| dc.relation.isPartOf | 한국콘크리트학회 2021년 가을 학술대회 논문집 | - |
| dc.citation.title | 한국콘크리트학회 2021년 가을 학술대회 논문집 | - |
| dc.citation.volume | 33 | - |
| dc.citation.number | 2 | - |
| dc.citation.startPage | 77 | - |
| dc.citation.endPage | 78 | - |
| dc.type.rims | ART | - |
| dc.type.docType | Proceeding | - |
| dc.description.journalClass | 3 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | other | - |
| dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE10665749 | - |
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Choi, Chang Sik
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)