Seismic performance of intermediate moment frames with RBS-B connections
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Moon, Ki-hoon | - |
dc.contributor.author | Stojadinovic, Bozidar | - |
dc.date.accessioned | 2022-07-16T04:07:41Z | - |
dc.date.available | 2022-07-16T04:07:41Z | - |
dc.date.created | 2021-05-11 | - |
dc.date.issued | 2014-07 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/159641 | - |
dc.description.abstract | The connections of special moment frames (SMF) should have a drift capacity greater than 4%, which is the minimum drift angle required by ANSI/AISC 358-05 for SMF connections. Since some reduced beam section with a bolted web (RBS-B) connection specimens failed to achieve 4% total rotation capacity, RBS-B connection is permitted for use only in Intermediate Moment Frames (IMF) according to the ANSI/AISC 358-05. In previous studies, some RBS-B connections could experience brittle connection fracture during earthquakes, which can also be detrimental to the seismic performance of IMF systems with RBS-B connections. The purpose of this study is to investigate whether IMFs with RBS-B connections provide a satisfactory seismic performance. The seismic performance of IMFs with pre-qualified RBS-B connections is evaluated based on the ATC-63 procedure. It is found that several IMFs with RBS-B connections do not satisfy the acceptance criteria specified in ATC 63. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Earthquake Engineering Research Institute | - |
dc.title | Seismic performance of intermediate moment frames with RBS-B connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.4231/D3RF5KG33 | - |
dc.identifier.scopusid | 2-s2.0-84929008252 | - |
dc.identifier.bibliographicCitation | NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, pp.1 - 7 | - |
dc.relation.isPartOf | NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | - |
dc.citation.title | NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | - |
dc.citation.startPage | 1 | - |
dc.citation.endPage | 7 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Brittle fracture | - |
dc.subject.keywordPlus | Concrete beams and girders | - |
dc.subject.keywordPlus | Engineering geology | - |
dc.subject.keywordPlus | Seismic waves | - |
dc.subject.keywordPlus | Seismology | - |
dc.subject.keywordPlus | Acceptance criteria | - |
dc.subject.keywordPlus | Drift angle | - |
dc.subject.keywordPlus | Drift capacity | - |
dc.subject.keywordPlus | Moment frames | - |
dc.subject.keywordPlus | Reduced beam section | - |
dc.subject.keywordPlus | Rotation capacity | - |
dc.subject.keywordPlus | Seismic Performance | - |
dc.subject.keywordPlus | Special moment frames | - |
dc.subject.keywordPlus | Earthquakes | - |
dc.identifier.url | https://www.researchgate.net/publication/286495419_Seismic_performance_of_intermediate_moment_frames_with_RBS-B_connections | - |
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