Experimental Research on Precast Bridge Piers with Details of Intermediate Anchorage of prestressing bars
DC Field | Value | Language |
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dc.contributor.author | Park, S.J. | - |
dc.contributor.author | Song, H.H. | - |
dc.contributor.author | Shim, C.S. | - |
dc.date.accessioned | 2024-05-07T08:00:24Z | - |
dc.date.available | 2024-05-07T08:00:24Z | - |
dc.date.issued | 2015-10 | - |
dc.identifier.issn | 1738-298X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/73595 | - |
dc.description.abstract | In the design of precast prestressed concrete bridge piers, the magnitude of axial prestressing is determined by stress condition of precast joints by service loading. The first joint between a footing and a segment has the greatest tensile stress. In this paper, intermediate anchorage details of prestressing bars were adopted to optimize the use of axial steels. Cyclic tests were performed to investigate structural performance of the proposed concept. | - |
dc.description.abstract | 프리캐스트 PSC 교각 설계시, 축방향 프리스트래스량은 기초부와 세그먼트 접합부의 응력상태에 따라 결정된다. 또한 이 접합부에서 가장 큰 인장응력이 발생된다. 이 논문에서는 축방향 강재의 최적 화를 위해 강봉의 중각정착 상세가 적용되었다. 제안된 설계 개념에 대해서 검토하기 위하여 준정적 구조실험이 수행되었다. | - |
dc.format.extent | 2 | - |
dc.title | Experimental Research on Precast Bridge Piers with Details of Intermediate Anchorage of prestressing bars | - |
dc.title.alternative | 강봉 중간정착 상세를 갖는 조립식 교각의 실험적 연구 | - |
dc.type | Article | - |
dc.identifier.bibliographicCitation | 한국콘크리트학회 2015 가을 학술대회 논문집, v.27, no.2, pp 95 - 96 | - |
dc.description.isOpenAccess | N | - |
dc.citation.endPage | 96 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 95 | - |
dc.citation.title | 한국콘크리트학회 2015 가을 학술대회 논문집 | - |
dc.citation.volume | 27 | - |
dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE06569924 | - |
dc.publisher.location | 대한민국 | - |
dc.description.journalRegisteredClass | domestic | - |
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