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Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat
| 题名： | Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat |
| 正文语种： | eng |
| 作者： | Nagaraju Mallepogu;Mahendrakumar Madhavan |
| 作者单位： | Indian Institute of Technology Hyderabad;Indian Institute of Technology Hyderabad |
| 关键词： | Cold-formed steel (CFS) beam-to-column moment connection;Three-bolted clip angle;Flange cleat;Shear connection;Rigidity factor;Buckling coefficient;Material factor;Clip angle failure modes;Reliability study |
| 摘要： | Abstract In the current research work, the shear capacity of the cold-formed steel (CFS) three-bolted clip angle (CA) beam-to-column moment connection (3BM) is investigated with 45 laboratory test results. The 3BM connection comprises a three-bolted CA co |
| 出版年： | 2024 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 150 |
| 期： | 6 |
| 页码： | 1.1-1.23 |
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