Repository at Hanyang UniversityCOLLEGE OF ENGINEERING[S](공과대학)ARCHITECTURAL ENGINEERING(건축공학부)Articles
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 최창식 | - |
| dc.date.accessioned | 2017-08-02T07:21:46Z | - |
| dc.date.available | 2017-08-02T07:21:46Z | - |
| dc.date.issued | 2015-10 | - |
| dc.identifier.citation | 한국구조물진단유지관리공학회 2015년 가을 학술발표회 논문집, Page. 115-118 | en_US |
| dc.identifier.uri | http://db.koreascholar.com/article.aspx?code=308846 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.11754/28208 | - |
| dc.description.abstract | The result of structural performance evaluation about circular CFT column-H shape steel beam which was performed as in previous study, even though we designed the Y type plate tension as below the axial force which was under design criteria, the flexure of steel beam was happened. For these reasons, in this study, to figure out the time of connections failure and the minimum value of parameters in order to evaluate the performance of advanced Y type plate in detail. | en_US |
| dc.description.sponsorship | 본 연구는 한국연구재단(NRF-2013R1A1A2010717)의 연구비 지원에 의해 수행되었습니다. | en_US |
| dc.language.iso | ko_KR | en_US |
| dc.publisher | 한국구조물진단유지관리공학회 | en_US |
| dc.title | Y형 플레이트를 적용한 원형 CFT 기둥-H형강 보 접합부의 구조특성 | en_US |
| dc.title.alternative | The Structural Characteristics of Using Y Type Plate Connection between Circular CFT Column and H Shape Steel Beam | en_US |
| dc.type | Article | en_US |
| dc.relation.page | 115-118 | - |
| dc.relation.journal | 한국구조물진단유지관리공학회 논문집 | - |
| dc.contributor.googleauthor | 조현국 | - |
| dc.contributor.googleauthor | 최창식 | - |
| dc.contributor.googleauthor | Jo, Hyun-Kook | - |
| dc.contributor.googleauthor | Choi, Chang-Sik | - |
| dc.relation.code | 2015040834 | - |
| dc.sector.campus | S | - |
| dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
| dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
| dc.identifier.pid | ccs5530 | - |
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