Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신성우 | - |
dc.date.accessioned | 2021-01-29T01:20:54Z | - |
dc.date.available | 2021-01-29T01:20:54Z | - |
dc.date.issued | 2002-10 | - |
dc.identifier.citation | 대한건축학회 학술발표대회 논문집 - 구조계, v. 21, no. 2, page. 181-184 | en_US |
dc.identifier.uri | http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE00363176? | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/157720 | - |
dc.description.abstract | The purpose of this research is to evaluate the between test result and previous confinement model such as modified kent-Park, Sheikh-Uzumeri, Saatcioglu-Razvi model, and to provide the information of stress-strain property of high strength confined concrete. Research results indicate that many previous models for confined concrete overestimate or underestimate the ductility of confined concrete. Therefore, reasonable model to predict the behavior of confined concrete is demanded. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 대한건축학회 | en_US |
dc.subject | RC Columns | en_US |
dc.subject | Confinement Effect | en_US |
dc.subject | Confined Stress-Strain Relationship | en_US |
dc.subject | Confined Model | en_US |
dc.title | 고강도 철근콘크리트 띠철근 기둥의 구속모델 평가 | en_US |
dc.title.alternative | An Evaluation of Confined Model for the High Strength Reinforced Concrete Tied Columns | en_US |
dc.type | Article | en_US |
dc.relation.journal | 대한건축학회논문집 | - |
dc.contributor.googleauthor | 왕성근 | - |
dc.contributor.googleauthor | 한범석 | - |
dc.contributor.googleauthor | 김선호 | - |
dc.contributor.googleauthor | 안종문 | - |
dc.contributor.googleauthor | 신성우 | - |
dc.relation.code | 2012100269 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | swshin | - |
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