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Experimental Assessment of the Semi-Rigid Connections Behavior with Angles and Stiffeners

dc.contributor.author Aydin, Abdulkadir Cuneyt
dc.contributor.author Kilic, Mahmut
dc.contributor.author Maali, Mahyar
dc.contributor.author Sagiroglu, Merve
dc.date.accessioned 2026-03-26T14:47:38Z
dc.date.available 2026-03-26T14:47:38Z
dc.date.issued 2015
dc.description Kiliç, Mahmut/0000-0003-0947-685X; Sagiroglu Maali, Merve/0000-0001-8717-0800; Aydin, Abdulkadir Cuneyt/0000-0002-6696-4297; Sagiroglu Maali, Merve/0000-0001-8717-0800 en_US
dc.description.abstract Experimental investigations were done on statically loaded beam-to-column connections that were designed with top-and-seat angles in minor column axes. This study was undertaken to analyze the influence of angles with and without stiffeners on the behavior of the beam-to-column connections. The aim was to provide necessary data to improve the Eurocode 3. While the rotation stiffness and capacity of the entire stiffener used beams decreased, the resistance moment increased. Moreover, the rotation capacity increased with the increased thickness of the top-and-seat angles. (C) 2015 Elsevier Ltd. All rights reserved. en_US
dc.description.sponsorship BAP project of Ataturk University [2014/76]; Gencler Metal steel company en_US
dc.description.sponsorship The writers gratefully acknowledge the support for this work, to which financial support was given by the BAP project of Ataturk University (2014/76) and Gencler Metal steel company in making the test machine and test specimens available, and their support in conducting the tests is most appreciated. en_US
dc.identifier.doi 10.1016/j.jcsr.2015.08.017
dc.identifier.issn 0143-974X
dc.identifier.issn 1873-5983
dc.identifier.scopus 2-s2.0-84939522331
dc.identifier.uri https://doi.org/10.1016/j.jcsr.2015.08.017
dc.identifier.uri https://hdl.handle.net/20.500.14901/2118
dc.language.iso en en_US
dc.publisher Elsevier Sci Ltd en_US
dc.relation.ispartof Journal of Constructional Steel Research en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Top-And-Seat Angle Connections en_US
dc.subject Minor Column Axes en_US
dc.subject Experimental Testing en_US
dc.subject Resistance en_US
dc.subject Stiffness en_US
dc.subject Steel Beam-To-Column en_US
dc.title Experimental Assessment of the Semi-Rigid Connections Behavior with Angles and Stiffeners en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Kiliç, Mahmut/0000-0003-0947-685X
gdc.author.id Sagiroglu Maali, Merve/0000-0001-8717-0800
gdc.author.id Aydin, Abdulkadir Cuneyt/0000-0002-6696-4297
gdc.author.id Sagiroglu Maali, Merve/0000-0001-8717-0800
gdc.author.scopusid 12796218600
gdc.author.scopusid 56785400700
gdc.author.scopusid 55195629500
gdc.author.scopusid 56677647800
gdc.author.wosid Kiliç, Mahmut/C-6704-2018
gdc.author.wosid Sagiroglu Maali, Merve/Jfj-6915-2023
gdc.author.wosid Aydin, Abdulkadir Cuneyt/F-4183-2010
gdc.author.wosid Sagiroglu Maali, Merve/Jfj-6915-2023
gdc.description.department Erzurum Technical University en_US
gdc.description.departmenttemp [Aydin, Abdulkadir Cuneyt; Kilic, Mahmut; Maali, Mahyar] Ataturk Univ, Fac Engn, Dept Civil Engn, TR-25240 Erzurum, Turkey; [Sagiroglu, Merve] Erzurum Tech Univ, Fac Engn, Dept Civil Engn, Erzurum, Turkey en_US
gdc.description.endpage 348 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 338 en_US
gdc.description.volume 114 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q1
gdc.identifier.wos WOS:000364501300031
gdc.index.type Scopus
gdc.virtual.author Maalı, Merve
gdc.virtual.author Maalı, Mahyar
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relation.isAuthorOfPublication 7b7beb4d-79ec-4a79-ae27-9eed5d3d34af
relation.isAuthorOfPublication.latestForDiscovery d93876f1-6b7c-49f0-b9be-3f430c4730b3

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