Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심종성 | - |
dc.date.accessioned | 2020-03-25T05:40:36Z | - |
dc.date.available | 2020-03-25T05:40:36Z | - |
dc.date.issued | 2004-05 | - |
dc.identifier.citation | 한국콘크리트학회 2004년도 봄 학술발표회 논문집, Page. 528-531 | en_US |
dc.identifier.uri | http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02290300&language=ko_KR | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/139455 | - |
dc.description.abstract | Nowadays, many of PSC bridges has constructed because high performance and long span bridge is required. Therefore, it is required that the evaluation of PSC bridges which retain various structure performance. In this study, nonlinear FEM analysis was performed with two parameter, concrete compressive strength and effective prestress force which is dominant factor for evaluating structural behavior of PSC bridge. Concrete compressive strength was adapted between 30Mpa and 100Mpa and effective prestress force was used the value which is considered effective rate for time-dependant effect. In the result of this study, it was showed that concrete compressive strength and effective prestress force is important factor for evaluating structural behavior of PSC bridge. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국콘크리트학회 | en_US |
dc.title | 비선형 FEM 해석을 이용한 PSC I Typed 거더 교량의 구조거동 분석 | en_US |
dc.title.alternative | The Evaluation of Structural Behavior of PSC Ⅰ Type Girder Bridge through Material Nonlinear FEM Analysis | en_US |
dc.type | Article | en_US |
dc.contributor.googleauthor | 심종성 | - |
dc.contributor.googleauthor | 주민관 | - |
dc.contributor.googleauthor | 김규선 | - |
dc.contributor.googleauthor | 문도영 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jssim | - |
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