Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams
| dc.contributor.author | Eğilmez, Oğuz Özgür | |
| dc.contributor.author | Vardaroğlu, Mustafa | |
| dc.contributor.author | Akbaba, Andaç | |
| dc.coverage.doi | 10.1061/(ASCE)ST.1943-541X.0001706 | |
| dc.date.accessioned | 2017-10-17T12:57:26Z | |
| dc.date.available | 2017-10-17T12:57:26Z | |
| dc.date.issued | 2017 | |
| dc.description.abstract | Light-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors' knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections. | en_US |
| dc.identifier.citation | Eğilmez, O. Ö., Vardaroğlu, M., and Akbaba, A. (2017). Strength requirements for shear diaphragms used for stability bracing of steel beams. Journal of Structural Engineering, 143(4). doi:10.1061/(ASCE)ST.1943-541X.0001706 | en_US |
| dc.identifier.doi | 10.1061/(ASCE)ST.1943-541X.0001706 | en_US |
| dc.identifier.doi | 10.1061/(ASCE)ST.1943-541X.0001706 | |
| dc.identifier.issn | 0733-9445 | |
| dc.identifier.issn | 1943-541X | |
| dc.identifier.scopus | 2-s2.0-85015820566 | |
| dc.identifier.uri | http://doi.org/10.1061/(ASCE)ST.1943-541X.0001706 | |
| dc.identifier.uri | https://hdl.handle.net/11147/6374 | |
| dc.language.iso | en | en_US |
| dc.publisher | American Society of Civil Engineers (ASCE) | en_US |
| dc.relation.ispartof | Journal of Structural Engineering | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Bracing | en_US |
| dc.subject | Construction | en_US |
| dc.subject | Shear diaphragms | en_US |
| dc.subject | Steel beams | en_US |
| dc.subject | Strength requirements | en_US |
| dc.title | Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams | en_US |
| dc.type | Article | en_US |
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| gdc.author.institutional | Vardaroğlu, Mustafa | |
| gdc.author.institutional | Akbaba, Andaç | |
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| gdc.description.department | İzmir Institute of Technology. Civil Engineering | en_US |
| gdc.description.issue | 4 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q1 | |
| gdc.description.volume | 143 | en_US |
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| gdc.oaire.keywords | Strength requirements | |
| gdc.oaire.keywords | Shear diaphragms | |
| gdc.oaire.keywords | Bracing | |
| gdc.oaire.keywords | Steel beams | |
| gdc.oaire.keywords | Construction | |
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