Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/4800
Full metadata record
DC FieldValueLanguage
dc.contributor.authorEğilmez, Oğuz Özgür-
dc.contributor.authorHerman, Reagan S.-
dc.contributor.authorHelwig, Todd A.-
dc.date.accessioned2017-02-07T08:43:37Z-
dc.date.available2017-02-07T08:43:37Z-
dc.date.issued2009-
dc.identifier.citationEğilmez, O. Ö., Herman, R. S., and Helwig, T. A. (2009). Lateral stiffness of steel bridge I-girders braced by metal deck forms. Journal of Bridge Engineering, 14(1), 17-25. doi:10.1061/(ASCE)1084-0702(2009)14:1(17en_US
dc.identifier.issn1084-0702-
dc.identifier.issn1084-0702-
dc.identifier.issn1943-5592-
dc.identifier.urihttp://doi.org/10.1061/(ASCE)1084-0702(2009)14:1(17)-
dc.identifier.urihttp://hdl.handle.net/11147/4800-
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/92364-
dc.description.abstractThe lateral-torsional buckling capacity of steel bridge girders is often increased by incorporating bracing along the girder length. Permanent metal deck forms (PMDF) that are used to support the wet concrete deck during bridge construction are a likely source of stability bracing; however, their bracing performance is greatly limited by flexibility in the connections currently used with the formwork. This paper outlines results from a research study that assessed and improved the bracing potential of metal deck forms used in bridge applications. The research study included shear tests of PMDF panels, and also lateral displacement and buckling tests of twin girder systems braced with PMDF. This paper will provide key results from the shear panel tests and then focus on the lateral displacement tests. Parametric investigations of PMDF bracing behavior were conducted using finite-element analyses and the results from the lateral displacement tests served a critical role in calibrating the finite element models. This paper documents key results from lateral load tests of 17 girder-PMDF systems using a variety of bracing details and PMDF thickness values. © 2009 ASCEen_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.relation.ispartofJournal of Bridge Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBucklingen_US
dc.subjectBracingen_US
dc.subjectBridge decksen_US
dc.subjectStiffnessen_US
dc.subjectSteel bridgesen_US
dc.titleLateral stiffness of steel bridge I-girders braced by metal deck formsen_US
dc.typeArticleen_US
dc.authoridTR34274en_US
dc.institutionauthorEğilmez, Oğuz Özgür-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume14en_US
dc.identifier.issue1en_US
dc.identifier.startpage17en_US
dc.identifier.endpage25en_US
dc.identifier.wosWOS:000265138200004en_US
dc.identifier.scopus2-s2.0-58149268837en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1061/(ASCE)1084-0702(2009)14:1(17-
dc.relation.doi10.1061/(ASCE)1084-0702(2009)14:1(17en_US
dc.coverage.doi10.1061/(ASCE)1084-0702(2009)14:1(17en_US
dc.identifier.wosqualityQ3-
dc.identifier.scopusqualityQ1-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Files in This Item:
File Description SizeFormat 
4800.pdfMakale509.57 kBAdobe PDFThumbnail
View/Open
Show simple item record




CORE Recommender

SCOPUSTM   
Citations

5
checked on Apr 14, 2023

WEB OF SCIENCETM
Citations

3
checked on May 27, 2023

Page view(s)

154
checked on May 22, 2023

Download(s)

206
checked on May 22, 2023

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.