Seismic Performance of WUF-W Moment Connections According to Access Hole Geometries
DC Field | Value | Language |
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dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Jung, Jin | - |
dc.contributor.author | Ha, Sung Jin | - |
dc.date.accessioned | 2022-07-15T17:01:15Z | - |
dc.date.available | 2022-07-15T17:01:15Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2016-05 | - |
dc.identifier.issn | 8755-2930 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/154692 | - |
dc.description.abstract | The welded unreinforced flange-welded web (WUF-W) moment connection is an all-welded moment connection, which is one of the prequalified connections for the special moment frame (SMF) specified in AISC 358-10. However, previous experimental studies reported that WUF-W connections with a beam depth of 890 mm failed as a result of brittle beam flange fracture and did not satisfy the requirement for the SMF connection specified in AISC 341-10. In this study, a finite element analysis (FEA) was conducted to investigate the cause of the brittle failure in the WUF-W connection. This study observed that the brittle failure occurred in WUF-W connections was mainly attributed to the access hole geometry. This study proposed the improved access hole geometry to prevent brittle failure from WUF-W connections. To verify the analysis results, this study conducted an experimental test using one WUF-W connection specimen with an improved access hole geometry. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | SAGE PUBLICATIONS INC | - |
dc.title | Seismic Performance of WUF-W Moment Connections According to Access Hole Geometries | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1193/060614EQS082M | - |
dc.identifier.scopusid | 2-s2.0-84974577546 | - |
dc.identifier.wosid | 000377421100012 | - |
dc.identifier.bibliographicCitation | EARTHQUAKE SPECTRA, v.32, no.2, pp.909 - 926 | - |
dc.relation.isPartOf | EARTHQUAKE SPECTRA | - |
dc.citation.title | EARTHQUAKE SPECTRA | - |
dc.citation.volume | 32 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 909 | - |
dc.citation.endPage | 926 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
dc.subject.keywordPlus | CYCLIC BEHAVIOR | - |
dc.subject.keywordPlus | DETAILS | - |
dc.identifier.url | https://journals.sagepub.com/doi/10.1193/060614eqs082m | - |
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