Cold-formed steel frame with bolted moment connections
This paper presents an experimental investigation on cold formed steel frames. The beam and column members were formed by single lipped channel sections connected backtoback at the joints. A total of 10 frame tests were carried out under lateral load with different stiffness of bolted moment connect...
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2010
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my.utm.372612017-10-13T11:04:01Z http://eprints.utm.my/id/eprint/37261/ Cold-formed steel frame with bolted moment connections Ali, Bayan Anwer Saad, Sariffuddin Osman, Mohd. Hanim TA Engineering (General). Civil engineering (General) This paper presents an experimental investigation on cold formed steel frames. The beam and column members were formed by single lipped channel sections connected backtoback at the joints. A total of 10 frame tests were carried out under lateral load with different stiffness of bolted moment connection between cold formed steel sections. It was found that the stiffness and performance of the column base connections had significant effect on structural behavior of the frames. Furthermore, moment connections among cold formed steel members are structurally feasible and effective and engineers are encouraged to built light weight low to medium rise moment frames with cold formed steel sections. Integrated Publishing Association 2010 Article PeerReviewed text/html en http://eprints.utm.my/id/eprint/37261/2/download_doi%3D10.1.1.295.7297%26rep%3Drep1%26type%3Dpdf Ali, Bayan Anwer and Saad, Sariffuddin and Osman, Mohd. Hanim (2010) Cold-formed steel frame with bolted moment connections. International Journal of Civil and Structural Engineering, 1 (3). pp. 534-544. ISSN 0976-4399 (Online) |
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TA Engineering (General). Civil engineering (General) Ali, Bayan Anwer Saad, Sariffuddin Osman, Mohd. Hanim Cold-formed steel frame with bolted moment connections |
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This paper presents an experimental investigation on cold formed steel frames. The beam and column members were formed by single lipped channel sections connected backtoback at the joints. A total of 10 frame tests were carried out under lateral load with different stiffness of bolted moment connection between cold formed steel sections. It was found that the stiffness and performance of the column base connections had significant effect on structural behavior of the frames. Furthermore, moment connections among cold formed steel members are structurally feasible and effective and engineers are encouraged to built light weight low to medium rise moment frames with cold formed steel sections. |
format |
Article |
author |
Ali, Bayan Anwer Saad, Sariffuddin Osman, Mohd. Hanim |
author_facet |
Ali, Bayan Anwer Saad, Sariffuddin Osman, Mohd. Hanim |
author_sort |
Ali, Bayan Anwer |
title |
Cold-formed steel frame with bolted moment connections |
title_short |
Cold-formed steel frame with bolted moment connections |
title_full |
Cold-formed steel frame with bolted moment connections |
title_fullStr |
Cold-formed steel frame with bolted moment connections |
title_full_unstemmed |
Cold-formed steel frame with bolted moment connections |
title_sort |
cold-formed steel frame with bolted moment connections |
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Integrated Publishing Association |
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2010 |
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http://eprints.utm.my/id/eprint/37261/2/download_doi%3D10.1.1.295.7297%26rep%3Drep1%26type%3Dpdf http://eprints.utm.my/id/eprint/37261/ |
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