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Enhancing performance of slab-column connections
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Lee, Joo-Ha | - |
| dc.contributor.author | Ybon, Young-Soo | - |
| dc.contributor.author | Lee, Seung-Hoon | - |
| dc.contributor.author | Cook, William D. | - |
| dc.contributor.author | Mitchell, Denis | - |
| dc.date.accessioned | 2021-09-09T10:36:33Z | - |
| dc.date.available | 2021-09-09T10:36:33Z | - |
| dc.date.created | 2021-06-10 | - |
| dc.date.issued | 2008-03 | - |
| dc.identifier.issn | 0733-9445 | - |
| dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/123935 | - |
| dc.description.abstract | The influence of concentrated reinforcement in the immediate column region, the use of high-strength concrete slabs, as well as using puddled fiber-reinforced high-strength concrete in the slab in a region close to the column were investigated. The slab concrete strengths of the specimens were 30, 35, 40, 55, 65, and 90 MPa. The performance of the slab-column specimens tested was investigated, including the punching shear capacity, cracking on the top of the slabs around the columns, and the stiffness of the slab-column connections. Predictions using different code equations are compared to the experimental results obtained from the slab-column connections tested in this study and those tested in other studies. The beneficial effects of using concentrated flexural reinforcement, high-strength concrete and puddled fiber-reinforced high-strength concrete are demonstrated. | - |
| dc.language | English | - |
| dc.language.iso | en | - |
| dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
| dc.title | Enhancing performance of slab-column connections | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | Ybon, Young-Soo | - |
| dc.identifier.doi | 10.1061/(ASCE)0733-9445(2008)134:3(448) | - |
| dc.identifier.scopusid | 2-s2.0-39449135969 | - |
| dc.identifier.wosid | 000253466200012 | - |
| dc.identifier.bibliographicCitation | JOURNAL OF STRUCTURAL ENGINEERING, v.134, no.3, pp.448 - 457 | - |
| dc.relation.isPartOf | JOURNAL OF STRUCTURAL ENGINEERING | - |
| dc.citation.title | JOURNAL OF STRUCTURAL ENGINEERING | - |
| dc.citation.volume | 134 | - |
| dc.citation.number | 3 | - |
| dc.citation.startPage | 448 | - |
| dc.citation.endPage | 457 | - |
| 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 | Engineering | - |
| dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
| dc.subject.keywordAuthor | Columns | - |
| dc.subject.keywordAuthor | Concrete slabs | - |
| dc.subject.keywordAuthor | Connections | - |
| dc.subject.keywordAuthor | Punching | - |
| dc.subject.keywordAuthor | Shear strength | - |
| dc.subject.keywordAuthor | Steel fibers | - |
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