An Overview of Research Investigating the Behavior of Reduced Beam Section Connections
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-0751-5_38
Reference37 articles.
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2. Alemayehu RW, Jung S, Bae J, Lee CH, Ju YK (2021) Tapered reduced deep beam connection for long span steel moment frames. Eng Struct 244:112731. https://doi.org/10.1016/j.engstruct.2021.112731
3. Xie LQ, Wu J, Shi JH, Zhu YQ (2020) Influence of the core-restrainer clearance on the mechanical performance of sandwich buckling-restrained braces. Adv Steel Constr 16(1):37–46. https://doi.org/10.18057/IJASC.2020.16.1.5
4. Salmasi A, Sheidaii MR, Tariverdilo S (2021) Performance of fully restrained welded beam-column connections subjected to column loss. Int J Steel Struct 21(4):1370–1382. https://doi.org/10.1007/s13296-021-00505-x
5. Heidari PS, Aziminejad A, Moghadam AS, Jafari MA (2022) Experimental and analytical investigation of drilled flange connections (DFCs) with radial drilling patterns. J Build Eng 52:104493. https://doi.org/10.1016/j.jobe.2022.104493
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