Browse

Experimental study of cyclic seismic behavior of steel moment connections reinforced with ribs

DC Field Value Language
dc.contributor.authorLee, Cheol-Ho-
dc.contributor.authorJung, Jong-Hyun-
dc.contributor.authorOh, Myoung-Ho-
dc.contributor.authorKoo, En-Sook-
dc.date.accessioned2009-09-01T22:47:36Z-
dc.date.available2009-09-01T22:47:36Z-
dc.date.issued2005-01-
dc.identifier.citationJ. Struct. Engrg. 131(1), 108-118en
dc.identifier.issn0733-9445-
dc.identifier.urihttp://hdl.handle.net/10371/8411-
dc.description.abstractA simplified design procedure as well as load transfer model for rib-reinforced seismic steel moment connections was
proposed recently. As a followup study, an experimental program was implemented to verify the proposed procedure and to develop
schemes that would prevent cracking at the rib tip. All the specimens designed following the proposed procedure exhibited satisfactory levels of connection plastic rotation. A combined strategy of rib reinforcement plus slight trimming of the beam flange in the form of a radius cut pushed the plastic hinging and local buckling of the beam away from the rib tip and effectively reduced the cracking propensity at the rib tip. The strut action of the rib and resulting reverse shear in the beam web were also identified through the strain gage readings in this experiment.
en
dc.language.isoenen
dc.publisherAmerican Society of Civil Engineers (ASCE)en
dc.subjectConnectionsen
dc.subjectCyclic testsen
dc.subjectSteel framesen
dc.subjectSeismic designen
dc.titleExperimental study of cyclic seismic behavior of steel moment connections reinforced with ribsen
dc.typeArticleen
dc.contributor.AlternativeAuthor이철호-
dc.contributor.AlternativeAuthor정종현-
dc.contributor.AlternativeAuthor오명호-
dc.contributor.AlternativeAuthor구은숙-
dc.identifier.doi10.1061/(ASCE)0733-9445(2005)131:1(108)-
Appears in Collections:
College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
Files in This Item:
There are no files associated with this item.
  • mendeley

Items in S-Space are protected by copyright, with all rights reserved, unless otherwise indicated.

Browse