Seismic Performance of High-rise Intermediate Steel Moment Frames according to Rotation Capacities of Moment Connections
DC Field | Value | Language |
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dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Moon, Ki-Hoon | - |
dc.contributor.author | Ha, Sung Jin | - |
dc.date.accessioned | 2022-07-15T23:47:53Z | - |
dc.date.available | 2022-07-15T23:47:53Z | - |
dc.date.created | 2021-05-14 | - |
dc.date.issued | 2015-03 | - |
dc.identifier.issn | 1946-1186 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/157647 | - |
dc.description.abstract | The rotation capacity of the moment connections could significantly influence on the seismic performance of steel moment resisting frames. Current seismic provisions require that beam-to-column connections in Intermediate Moment Frames (IMF) should have a drift capacity as large as 0.02 radian. The objective of this study was to evaluate the effect of the rotation capacity of moment connections on the seismic performance of high-rise IMFs. For this purpose, thirty- and forty-story high-rise IMFs were designed according to the current seismic design provisions. The seismic performance of designed model frames was evaluated according to FEMA P695. This study showed that the forty-story IMF satisfied the seismic performance objective specified in FEMA P695 when the rotation capacity of the connections was larger than 0.02. However, thirty-story IMFs satisfied the performance objective when the connection rotation capacity is larger than 0.03. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Council on Tall Buildings and Urban Habitat | - |
dc.title | Seismic Performance of High-rise Intermediate Steel Moment Frames according to Rotation Capacities of Moment Connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.bibliographicCitation | CTBUH Journal, v.4, no.1, pp.45 - 55 | - |
dc.relation.isPartOf | CTBUH Journal | - |
dc.citation.title | CTBUH Journal | - |
dc.citation.volume | 4 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 45 | - |
dc.citation.endPage | 55 | - |
dc.type.rims | ART | - |
dc.type.docType | 정기학술지(Article(Perspective Article포함)) | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordAuthor | Intermediate moment frames | - |
dc.subject.keywordAuthor | Rotation capacity | - |
dc.subject.keywordAuthor | Performance evaluation | - |
dc.subject.keywordAuthor | High-rise buildings | - |
dc.subject.keywordAuthor | Moment connection | - |
dc.identifier.url | https://global.ctbuh.org/resources/papers/download/2319-seismic-performance-of-high-rise-intermediate-steel-moment-frames.pdf | - |
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