Behaviour of a column-bent cap connection for a precast DSCT column
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Won, Deok Hee | - |
dc.contributor.author | Kim, Seungjun | - |
dc.contributor.author | Seo, Jihye | - |
dc.contributor.author | Lim, Jung Hyun | - |
dc.contributor.author | Kang, Young Jong | - |
dc.date.accessioned | 2021-09-02T17:12:57Z | - |
dc.date.available | 2021-09-02T17:12:57Z | - |
dc.date.created | 2021-06-16 | - |
dc.date.issued | 2018-01 | - |
dc.identifier.issn | 0024-9831 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/78524 | - |
dc.description.abstract | Considerable progress has been made in bridge construction technology with regard to reducing construction times and incorporating green technologies. In the past, the time required to fabricate a tubular pier represented approximately 50% of the total construction time needed to build an entire bridge, and many researchers have therefore shown interest in studying the construction methodology of precast piers. In this work, a column-bent cap joint for a prefabricated double-skinned composite tubular pier was developed and its application was verified through testing. Test methods, including a cyclic eccentric loading test and a static compressive loading test, were developed to evaluate the performance characteristics of the column-bent cap connection. The major parameters were analysed and a standard model for the column-bent cap connection was developed through cyclic and static testing of structural elements. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ICE PUBLISHING | - |
dc.subject | COMPOSITE TUBULAR COLUMNS | - |
dc.subject | SANDWICH TUBE | - |
dc.subject | CONCRETE | - |
dc.subject | PERFORMANCE | - |
dc.subject | INNER | - |
dc.title | Behaviour of a column-bent cap connection for a precast DSCT column | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Seungjun | - |
dc.contributor.affiliatedAuthor | Kang, Young Jong | - |
dc.identifier.doi | 10.1680/jmacr.16.00497 | - |
dc.identifier.scopusid | 2-s2.0-85038833731 | - |
dc.identifier.wosid | 000418426700004 | - |
dc.identifier.bibliographicCitation | MAGAZINE OF CONCRETE RESEARCH, v.70, no.2, pp.96 - 107 | - |
dc.relation.isPartOf | MAGAZINE OF CONCRETE RESEARCH | - |
dc.citation.title | MAGAZINE OF CONCRETE RESEARCH | - |
dc.citation.volume | 70 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 96 | - |
dc.citation.endPage | 107 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | COMPOSITE TUBULAR COLUMNS | - |
dc.subject.keywordPlus | SANDWICH TUBE | - |
dc.subject.keywordPlus | CONCRETE | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordPlus | INNER | - |
dc.subject.keywordAuthor | failure | - |
dc.subject.keywordAuthor | joints | - |
dc.subject.keywordAuthor | precast concrete | - |
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