Application of ultra-high performance concrete to pedestrian cable-stayed bridges
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, C.-D. | - |
dc.contributor.author | Kim, K.-B. | - |
dc.contributor.author | Choi, S. | - |
dc.date.available | 2019-05-29T03:38:26Z | - |
dc.date.issued | 2013-06 | - |
dc.identifier.issn | 1823-4690 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/19868 | - |
dc.description.abstract | The use of ultra-high performance concrete (UHPC), which enables reducing the cross sectional dimension of the structures due to its high strength, is expected in the construction of the super-long span bridges. Unlike conventional concrete, UHPC experiences less variation of material properties such as creep and drying shrinkage and can reduce uncertainties in predicting time-dependent behavior over the long term. This study describes UHPC's material characteristics and benefits when applied to super-long span bridges. A UHPC girder pedestrian cable-stayed bridge was designed and successfully constructed. The UHPC reduced the deflections in both the short and long term. The cost analysis demonstrates a highly competitive price for UHPC. This study indicates that UHPC has a strong potential for application in the super-long span bridges. © School of Engineering, Taylor's University. | - |
dc.format.extent | 11 | - |
dc.language | 영어 | - |
dc.language.iso | ENG | - |
dc.title | Application of ultra-high performance concrete to pedestrian cable-stayed bridges | - |
dc.type | Article | - |
dc.identifier.bibliographicCitation | Journal of Engineering Science and Technology, v.8, no.3, pp 296 - 306 | - |
dc.description.isOpenAccess | N | - |
dc.identifier.scopusid | 2-s2.0-84883149020 | - |
dc.citation.endPage | 306 | - |
dc.citation.number | 3 | - |
dc.citation.startPage | 296 | - |
dc.citation.title | Journal of Engineering Science and Technology | - |
dc.citation.volume | 8 | - |
dc.type.docType | Article | - |
dc.publisher.location | 말레이지아 | - |
dc.subject.keywordAuthor | Cable-stayed bridges | - |
dc.subject.keywordAuthor | Time-dependent behavior | - |
dc.subject.keywordAuthor | UHPC | - |
dc.description.journalRegisteredClass | scopus | - |
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