Permissible Parameter Ranges of Access Hole Geometries for WUF-W Connections
DC Field | Value | Language |
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dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Kim, Nam Hun | - |
dc.date.accessioned | 2022-07-14T04:08:56Z | - |
dc.date.available | 2022-07-14T04:08:56Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2017-05 | - |
dc.identifier.issn | 8755-2930 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/152440 | - |
dc.description.abstract | The welded unreinforced flange-welded web (WUF-W) connection is one of seven prequalified connections for special moment frames (SMF) specified in AISC 358-10 (2010). Previous studies reported that the cyclic behavior of WUF-W connections was strongly affected by weld access hole geometry, and some WUF-W connections did not satisfy the requirements for SMF connections. For investigating in detail the effect of access hole configurations on the cyclic behavior of WUF-W connections, this study conducts three-dimensional nonlinear fmite element analyses. This study shows that the seismic behavior of WUF-W connections are strongly affected by two configuration parameters, access hole slope and length of flat portion. To satisfy the requirement for SMF connections, this study proposes a range of the access hole slope and length of flat portion for WUF-W connections considering different span-to-depth ratios, beam depths, and material types. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | EARTHQUAKE ENGINEERING RESEARCH INST | - |
dc.title | Permissible Parameter Ranges of Access Hole Geometries for WUF-W Connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1193/060716EQS092M | - |
dc.identifier.scopusid | 2-s2.0-85046299581 | - |
dc.identifier.wosid | 000403628900015 | - |
dc.identifier.bibliographicCitation | Earthquake Spectra, v.33, no.2, pp.687 - 707 | - |
dc.relation.isPartOf | Earthquake Spectra | - |
dc.citation.title | Earthquake Spectra | - |
dc.citation.volume | 33 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 687 | - |
dc.citation.endPage | 707 | - |
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 | MOMENT-RESISTING CONNECTIONS | - |
dc.subject.keywordPlus | CYCLIC BEHAVIOR | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordPlus | DETAILS | - |
dc.identifier.url | http://mr.crossref.org/iPage?doi=10.1193%2F060716EQS092M | - |
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