개선된 엑세스 홀 형상을 갖는 WUF-W접합부의 실험 을 통한 내진성능평가
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 한상환 | - |
dc.contributor.author | 정진 | - |
dc.contributor.author | 문기훈 | - |
dc.contributor.author | 김진원 | - |
dc.date.accessioned | 2022-07-16T12:14:18Z | - |
dc.date.available | 2022-07-16T12:14:18Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2012-12 | - |
dc.identifier.issn | 1226-525X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/163961 | - |
dc.description.abstract | Welded Unreinforced Flange-Welded Web (WUF-W) connection is one of Special Moment Frame (SMF) specified in ANSI/AISC-358. From the experimental test of WUF-W connection specimens conducted by the previous study, fracture occurred in the beam flange before achieving total inter-story drift angle of 0.04radian required for Special Moment Frames (SMF) system even though the specimens satisfied the design and detailing requirement specified in ANSI/AISC-358. These results are estimated as problem of the access hole geometry. In this study, a full-scale WUF-W connection specimen was made with a modified access hole geometry, and tested with the same test setting and loading as the previous test. From test results, the deformation capacity of the tested WUF-W connection specimen exceeded 4%, which is required for connections in SMF system. Comparing with the WUF-W specimens of the previous study, the strain demand of the beam flange in the tested specimen was decreased and energy dissipation capacity of the specimen was improved. | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 한국지진공학회 | - |
dc.title | 개선된 엑세스 홀 형상을 갖는 WUF-W접합부의 실험 을 통한 내진성능평가 | - |
dc.title.alternative | Experimental Evalutation of the Seismic Performance of WUF-W Moment Connections with a Modified Access Hole | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 한상환 | - |
dc.identifier.doi | 10.5000/EESK.2012.16.6.021 | - |
dc.identifier.bibliographicCitation | 한국지진공학회논문집, v.16, no.6, pp.21 - 28 | - |
dc.relation.isPartOf | 한국지진공학회논문집 | - |
dc.citation.title | 한국지진공학회논문집 | - |
dc.citation.volume | 16 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 21 | - |
dc.citation.endPage | 28 | - |
dc.type.rims | ART | - |
dc.identifier.kciid | ART001723691 | - |
dc.description.journalClass | 2 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | kci | - |
dc.subject.keywordAuthor | Steel Moment Frame | - |
dc.subject.keywordAuthor | Connections | - |
dc.subject.keywordAuthor | Cyclic Test | - |
dc.subject.keywordAuthor | Plastic Rotation | - |
dc.subject.keywordAuthor | Weld Access hole | - |
dc.identifier.url | http://koreascience.or.kr/article/JAKO201205061577802.page | - |
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