Aminuddin, K. M. and Saggaff, Anis and Tahir, Mahmood Md (2017) Experimental behaviour of beam-column connection using cold-formed steel sections with rectangular gusset-plate (Similarity). AIP Publishing.
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Abstract
Beam-to-column connections setting up as isolated joint of cold-formed steel sections were tested up to failure. This experiment was conducted to observe the behaviour of connection in term of strength, stiffness and ductility. The type of connection used was rectangular gusset plate which stiffen the beam-to-column connection. The behaviour of the proposed connection was expressed with Moment-Rotation curves plotted from the experiment test results. The capacity of connections on this research were done in two ways: theoretical calculation by adopting Eurocode 3 BS EN 1993-1- 8:2005 and experimental test results. The theoretical calculation of the moment capacity of the proposed connection has found (Mj) to be 10.78 kNm with joint stiffness (Sj) amount to 458.53 kNm/rad. The experimental test results has recorded that the Moment capacity (Mj) of 15.68 kNm with joint stiffness (Sj) of 1948.06 kNm/rad. The moment ratio of theoretical to experimental amount to 0.69. The joint stiffness ratio of theoretical to experimental amount to 0.24.
| Item Type: | Other |
|---|---|
| Subjects: | #3 Repository of Lecturer Academic Credit Systems (TPAK) > Results of Ithenticate Plagiarism and Similarity Checker |
| Divisions: | 03-Faculty of Engineering > 22101-Civil Engineering (S2) |
| Depositing User: | Prof Anis Saggaff |
| Date Deposited: | 10 Aug 2020 00:19 |
| Last Modified: | 10 Aug 2020 00:19 |
| URI: | http://repository.unsri.ac.id/id/eprint/32520 |
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