Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 한상환 | - |
dc.date.accessioned | 2018-04-16T04:50:03Z | - |
dc.date.available | 2018-04-16T04:50:03Z | - |
dc.date.issued | 2012-03 | - |
dc.identifier.citation | Journal of Constructional Steel Research, Vol.70, No.- [2012], p256-263 | en_US |
dc.identifier.issn | 0143-974X | - |
dc.identifier.uri | http://www.sciencedirect.com/science/article/pii/S0143974X11002409 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/67887 | - |
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. | en_US |
dc.description.sponsorship | The work presented in this paper was sponsored by the Korean Research Foundation (2009–0086384) and SRC/ERC (R11-2005-0049733). The valuable comments offered by two anonymous reviewers are greatly appreciated. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Science B.V., Amsterdam. | en_US |
dc.subject | Reduced beam section connection | en_US |
dc.subject | Moment frames | en_US |
dc.subject | Bolted web | en_US |
dc.subject | Rotation | en_US |
dc.subject | Fracture | en_US |
dc.title | Rotation capacities of reduced beam section with bolted web (RBS-B) connections | en_US |
dc.type | Article | en_US |
dc.relation.volume | 70 | - |
dc.identifier.doi | 10.1016/j.jcsr.2011.09.001 | - |
dc.relation.page | 256-263 | - |
dc.relation.journal | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.contributor.googleauthor | Han, S. W. | - |
dc.contributor.googleauthor | Moon, K. H. | - |
dc.contributor.googleauthor | Hwang, S. H. | - |
dc.contributor.googleauthor | Stojadinovic, B. | - |
dc.relation.code | 2012204917 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
dc.identifier.pid | swhan | - |
dc.identifier.researcherID | 34869770100 | - |
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