In this study, infilled planar frames and confined reinforced concrete section have been analysed using Artificial Neural Network (ANN). ANN architecture was chosen in which multi layer, feed forward, and back propagation algorithm was used. The training data of infill frame used were provided by a finite element model in which non-linearity of materials and the structural interface were taken into account under increasing lateral load. Using the proposed analytical model (layered model) were generated the training data for confined reinforced concrete section. Analytical technique uses realistic material models for confined and unconfined concrete. After completing the training phase, verification of the performance of the network ...
In this paper, a new type of steel-concrete composite member, concrete-filled core steel tube with o...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
The main purpose of this paper is to predict missing absolute out-of-plane displacements and failure...
The modelling of infilled frames is complex due to the large number of variables as well as the non...
In this study, infilled planar frames have been analysed using an artificial neural network. The dat...
This project aims to develop a radically new stable, robust and computationally efficient structural...
The FEM Models normally consume lots of human effort and time to consider all the effecting factors ...
© 2005 EUCENTRE. All rights reserved. An artificial neural network (ANN) model was developed using p...
The analysis of moment-curvature relationship of reinforced concrete sections is complex due to larg...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
In engineering practice, the design of structural elements is a repetitive task that has proven to b...
Confining damaged concrete columns using fibre-reinforced concrete (FRP) has proven to be effective ...
The research presents ANN ("Artificial Neural Networks") estimation of confined peak strength for R....
yesThis paper investigates the feasibility of using artificial neural networks (NNs) to predict the ...
The application of neural networks for predicting the stress-strain relationships of reinforced conc...
In this paper, a new type of steel-concrete composite member, concrete-filled core steel tube with o...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
The main purpose of this paper is to predict missing absolute out-of-plane displacements and failure...
The modelling of infilled frames is complex due to the large number of variables as well as the non...
In this study, infilled planar frames have been analysed using an artificial neural network. The dat...
This project aims to develop a radically new stable, robust and computationally efficient structural...
The FEM Models normally consume lots of human effort and time to consider all the effecting factors ...
© 2005 EUCENTRE. All rights reserved. An artificial neural network (ANN) model was developed using p...
The analysis of moment-curvature relationship of reinforced concrete sections is complex due to larg...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
In engineering practice, the design of structural elements is a repetitive task that has proven to b...
Confining damaged concrete columns using fibre-reinforced concrete (FRP) has proven to be effective ...
The research presents ANN ("Artificial Neural Networks") estimation of confined peak strength for R....
yesThis paper investigates the feasibility of using artificial neural networks (NNs) to predict the ...
The application of neural networks for predicting the stress-strain relationships of reinforced conc...
In this paper, a new type of steel-concrete composite member, concrete-filled core steel tube with o...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
The main purpose of this paper is to predict missing absolute out-of-plane displacements and failure...