Prediction of axial load capacity of cold formed lipped channel section using machine learning

Author:

Rajneesh K.,Parvathi V.E.,Aswin S.,Aswin V.,Anisha A.,Usman Arshad P.J.,Mangalathu SujithORCID,Davis RobinORCID

Funder

National Institute of Technology Calicut

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference97 articles.

1. Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression;Chen;J Constr Steel Res,2020

2. Fan SG, Ding RM, Han YL, Chen MH, Liu CL, Tao YL. Experimental study on bearing capacity of austenitic stainless steel lipped channel columns. Advanced Steel Construction 2020;16:65–76. 10.18057/IJASC.2020.16.1.8.

3. Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression;Chen;Thin-Walled Struct,2019

4. Baldassino N, Bernuzzi C, Simoncelli M. Experimental vs. Theoretical design approaches for thin-walled cold-formed steel beam-columns. Advanced Steel Construction 2019;15:55–65. 10.18057/IJASC.2019.15.1.8.

5. Experimental investigation of local-flexural interactive buckling of cold-formed steel channel columns;Ye;Thin-Walled Struct,2018

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