Machine learning prediction model for the axial strength of longitudinal branch plate-to-CHS T-connections
Author:
Publisher
Elsevier BV
Subject
General Engineering
Reference35 articles.
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3. Hassan MM, Ramadan H, Abdel-Mooty M, Mourad SA. Experimental and numerical study of one-sided branch plate-to-circular hollow section connections. 2015;19(4):877–95. doi:10.12989/scs.2015.19.4.877.
4. Kosteski N, Packer JA, Puthli RS. A finite element method based yield load determination procedure for hollow structural section connections 2003;59(4):453–71. doi:10.1016/S0143-974X(02)00066-4.
5. Voth AP, Packer JA. Numerical study and design of T-type branch plate-to-circular hollow section connections 2012;41:477–89, doi:10.1016/j.engstruct.2012.03.034.
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