Strength evaluation of beam-column connection in the weak axis of H-shaped column
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, Sang-Dae | - |
dc.contributor.author | Kim, Sang-Seup | - |
dc.contributor.author | Ju, Young K. | - |
dc.date.accessioned | 2021-09-09T07:47:29Z | - |
dc.date.available | 2021-09-09T07:47:29Z | - |
dc.date.created | 2021-06-10 | - |
dc.date.issued | 2008-06 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/123434 | - |
dc.description.abstract | There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis. (c) 2007 Elsevier Ltd. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Strength evaluation of beam-column connection in the weak axis of H-shaped column | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Sang-Dae | - |
dc.contributor.affiliatedAuthor | Ju, Young K. | - |
dc.identifier.doi | 10.1016/j.engstruct.2007.11.008 | - |
dc.identifier.scopusid | 2-s2.0-43249125290 | - |
dc.identifier.wosid | 000256821600019 | - |
dc.identifier.bibliographicCitation | ENGINEERING STRUCTURES, v.30, no.6, pp.1699 - 1710 | - |
dc.relation.isPartOf | ENGINEERING STRUCTURES | - |
dc.citation.title | ENGINEERING STRUCTURES | - |
dc.citation.volume | 30 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 1699 | - |
dc.citation.endPage | 1710 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordAuthor | beam-column connection | - |
dc.subject.keywordAuthor | weak-axis connection | - |
dc.subject.keywordAuthor | connection detail | - |
dc.subject.keywordAuthor | split-tee connection | - |
dc.subject.keywordAuthor | end-plate connection | - |
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