Semi-rigid Composite Beam-to-column Joints for Cold-formed Steel Frames: Experimental and Numerical Study
Author:
Funder
Universiti Teknologi Malaysia
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-023-00744-0.pdf
Reference28 articles.
1. Aminuddin, K. M., Saggaff, A., & Tahir, M. M. (2017). Experimental behaviour of beam-column connection using cold-formed steel sections with rectangular gusset-plate. In: Proceedings of the 3rd international conference on construction and building engineering (ICONBUILD) 2017 (pp. 1–7). Palembang, Indonesia. https://doi.org/10.1063/1.5011486
2. Amsyar, F., Tan, C. S., Ma, C. K., & Sulaiman, A. (2018). Review on composite joints for cold-formed steel structures. In: International conference on civil and environmental engineering 2018 (ICCEE 2018) (pp. 1–11). Kuala Lumpur, Malaysia. https://doi.org/10.1051/e3sconf/20186508006
3. Amsyar, F., Tan, C. S., Mohammad, S., Tahir, M. M., & Hamid, H. A. (2021). Partial strength beam-to-column connection of cold-formed single channel section: Numerical and experimental study. ASM Science Journal, 14, 1–10. https://doi.org/10.32802/asmscj.2020.639
4. Cao, L., Li, Y., Dhanasekar, M., & Lu, C. (2021). Experimental and numerical study on flexural performance of a novel steel-encased concrete composite beam. KSCE Journal of Civil Engineering, 25(5), 1837–1848. https://doi.org/10.1007/s12205-021-1196-1
5. De Batista, E. M., & Rodrigues, F. C. (1992). Residual stress measurements on cold-formed profiles. Experimental Techniques, 16(5), 25–29. https://doi.org/10.1111/j.1747-1567.1992.tb00702
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