The analysis of perforated steel members is a 3D problem in nature, therefore the traditional analytical expressions for the ultimate load of thin-walled steel sections cannot be used for the perforated steel member design. In this study, finite element method (FEM) and artificial neural network (ANN) were used to simulate the process of stub column tests based on specific codes. Results show that compared with those of the FEM model, the ultimate load predictions obtained from ANN technique were much closer to those obtained from the physical experiments. The ANN model for the solving the hard problem of complex steel perforated sections is very promising
Castellated steel beams (CSB) are an attractive option for the steel construction industry thanks to...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...
The analysis of perforated steel members is a 3D problem in nature, therefore the traditional analyt...
The rack columns have so distinctive characteristics in their design, which have regular perforation...
WOS: 000276433500002Elastic buckling load of perforated steel plates is typically predicted using th...
Accurate measurement of the critical buckling stress is crucial in the entire field of structural en...
The main aim of this study is to demonstrate the usefulness of Artificial Neural Network (ANN) in th...
The aim of this paper is to predict web-post buckling shear strength of cellular beams made from nor...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
This study evaluates an innovative reinforcement method for cold-formed steel (CFS) upright sections...
Designing thin-walled structural members is a complex process due to the possibility of multiple ins...
Due to numerous advantages, concrete-filled steel tubular (CFST) columns have an increasingly import...
Castellated steel beams (CSB) are an attractive option for the steel construction industry thanks to...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...
The analysis of perforated steel members is a 3D problem in nature, therefore the traditional analyt...
The rack columns have so distinctive characteristics in their design, which have regular perforation...
WOS: 000276433500002Elastic buckling load of perforated steel plates is typically predicted using th...
Accurate measurement of the critical buckling stress is crucial in the entire field of structural en...
The main aim of this study is to demonstrate the usefulness of Artificial Neural Network (ANN) in th...
The aim of this paper is to predict web-post buckling shear strength of cellular beams made from nor...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
This study evaluates an innovative reinforcement method for cold-formed steel (CFS) upright sections...
Designing thin-walled structural members is a complex process due to the possibility of multiple ins...
Due to numerous advantages, concrete-filled steel tubular (CFST) columns have an increasingly import...
Castellated steel beams (CSB) are an attractive option for the steel construction industry thanks to...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...
The design process of thin-walled structural members is highly complex due to the possible occurrenc...