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Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections

dc.contributor.authorYilmaz, Orkun
dc.contributor.authorBekiroglu, Serkan
dc.contributor.authorAlemdar, Fatih
dc.contributor.authorArslan, Guray
dc.contributor.authorSevim, Barn
dc.contributor.authorAyvaz, Yusuf
dc.date.accessioned2026-06-27T14:20:59Z
dc.date.issued2019
dc.description.abstractThis paper describes the experimental performance of the bolted stiffened end-plate (BSEP) and bolted flange-plate (BFP) connections using European hot-rolled profiles and built-up profiles. Four connections are designed and constructed according to FEMA-350 and are performed under cyclic loading. The influence of using different member profiles (European profiles and built-up profiles) in both the BSEP and BFP connections are examined. The obtained test results, including failure modes, hysteretic curves, ultimate moment and rotation values and panel zone extensions were reported and the performance of different connections is compared. It was found out, based on the obtained test results, that using hot-rolled or builtup profiles in the connection does not affect its global behavior.en
dc.description.sponsorshipResearch Fund of the Yildiz Technical University [2015-05-01-KAP02]
dc.description.urihttps://doi.org/10.1590/1679-78255089
dc.identifier.doi10.1590/1679-78255089
dc.identifier.issn1679-7825
dc.identifier.issue3
dc.identifier.urihttps://hdl.handle.net/20.500.14981/59562
dc.identifier.volume16
dc.identifier.wos000462271200004
dc.language.isoeng
dc.publisherLATIN AMER J SOLIDS STRUCTURES
dc.relation.ispartofLATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES
dc.rightsopenAccess
dc.subjectExperimental study
dc.subjectbolted stiffened end-plate connection
dc.subjectbolted flange-plate connection
dc.subjectcyclic loading
dc.subjectEuropean profiles
dc.subjectMOMENT CONNECTIONS
dc.subjectCYCLIC BEHAVIOR
dc.subjectSEISMIC DESIGN
dc.subjectPERFORMANCE
dc.subjectEngineering
dc.subjectMechanics
dc.titleExperimental investigation of bolted stiffened end-plate and bolted flange-plate connections
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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