Seismic performance evaluation of steel moment resisting frames with WUF-B connections
DC Field | Value | Language |
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dc.contributor.author | Moon, Ki‐Hoon | - |
dc.contributor.author | Han, Sang Whan | - |
dc.date.accessioned | 2022-10-07T10:01:52Z | - |
dc.date.available | 2022-10-07T10:01:52Z | - |
dc.date.created | 2022-09-16 | - |
dc.date.issued | 2008-09 | - |
dc.identifier.issn | 0094-243X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/171851 | - |
dc.description.abstract | The purpose of this study is to evaluate the seismic performance of the moment resisting steel frames having Welded Unreinforced Flange-Bolted web (WUF-B) connections. The connections are designed and detailed in compliance with FEMA 350 recommended seismic design criteria. To conduct the seismic performance evaluation this study developed an analytical model for the pre-and post-Northridge connections based on test results. Three different frames are considered which have three-, nine-and twenty-story. Incremental Dynamic Analysis (IDA is conducted to estimate limit state capacities The performance of the frames having either pre-or post-Northridge connections is compared with the corresponding frame with ductile connections which do not experience connection fracture. The analytical results showed that buildings with post-Northridge WUF-B connections provide superior strength and interstory drift ratio capacity than buildings with pre-Northridge WUF-B connections. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | AIP | - |
dc.title | Seismic performance evaluation of steel moment resisting frames with WUF-B connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1063/1.2963823 | - |
dc.identifier.scopusid | 2-s2.0-84874919406 | - |
dc.identifier.bibliographicCitation | AIP Conference Proceedings, v.1020, no.PART 1, pp.1871 - 1878 | - |
dc.relation.isPartOf | AIP Conference Proceedings | - |
dc.citation.title | AIP Conference Proceedings | - |
dc.citation.volume | 1020 | - |
dc.citation.number | PART 1 | - |
dc.citation.startPage | 1871 | - |
dc.citation.endPage | 1878 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordAuthor | Connections Fracture | - |
dc.subject.keywordAuthor | Drift Capacity | - |
dc.subject.keywordAuthor | IDA | - |
dc.subject.keywordAuthor | Performance Evaluation | - |
dc.subject.keywordAuthor | WUF-B connections | - |
dc.identifier.url | https://aip.scitation.org/doi/abs/10.1063/1.2963823 | - |
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