Rotation capacities of reduced beam section with bolted web (RBS-B) connections
DC Field | Value | Language |
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dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Moon, Ki-Hoon | - |
dc.contributor.author | Hwang, Seong-Hoon | - |
dc.contributor.author | Stojadinovic, Bozidar | - |
dc.date.accessioned | 2022-07-16T16:20:33Z | - |
dc.date.available | 2022-07-16T16:20:33Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2012-03 | - |
dc.identifier.issn | 0143-974X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/166132 | - |
dc.description.abstract | Current seismic design provisions (ANSI/AISC 358-05) permit reduced beam section with bolted web (RBS-B) connections for only intermediate moment frames (IMF). The connections in IMF systems should provide at least 2% radian of total rotation. Prior research, however, has reported that some RBS-B connection specimens failed by connection fracture prior to reaching the 2% radian rotation. To design RBS-B connections with rotation capacities greater than 2% radian, we calibrated the moment strength equation specified in ANSI/AISC 358-05 to account for the contribution of bolted web connections. To detect and repair RBS-B connections that are unable to provide rotation capacities greater than 2% radian in existing IMF systems, we also developed an empirical equation that estimates the total rotation capacities of such RBS-B connections. Finally, we present a procedure to design RBS-B connections without connection fracture for new building systems, and to estimate the probability of RBS-B connections to develop rotation capacities larger than 2% radian for existing IMF systems. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Rotation capacities of reduced beam section with bolted web (RBS-B) connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1016/j.jcsr.2011.09.001 | - |
dc.identifier.scopusid | 2-s2.0-84855313137 | - |
dc.identifier.wosid | 000301327000024 | - |
dc.identifier.bibliographicCitation | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, v.70, pp.256 - 263 | - |
dc.relation.isPartOf | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.citation.title | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.citation.volume | 70 | - |
dc.citation.startPage | 256 | - |
dc.citation.endPage | 263 | - |
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 | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | STEEL MOMENT CONNECTIONS | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordAuthor | Reduced beam section connection | - |
dc.subject.keywordAuthor | Moment frames | - |
dc.subject.keywordAuthor | Bolted web | - |
dc.subject.keywordAuthor | Rotation | - |
dc.subject.keywordAuthor | Fracture | - |
dc.identifier.url | https://www-sciencedirect-com-ssl.access.hanyang.ac.kr/science/article/pii/S0143974X11002409 | - |
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