The main objective of this paper is to predict the base shear for a three dimensional four storey single bay RC frame, subjected to lateral load, using Artificial Neural Network. Analytical Pushover analysis is carried out using ETAB software. Pushover curve is plotted for Base shear versus roof displacement, to the prototype model tested at Central Power Research Institute (CPRI) Bangalore. The analytical results obtained from ETAB analysis are compared with the results predicted from Artificial Neural Network (ANN). Displacement and plastic hinges are selected as input vectors to ANN. Back propagation algorithm has been used for training. A learning rate constant of 0.85, error tolerance 0.001, and 5500 cycles are used for training ANN. D...
Punching shear of flat slabs is a local, brittle failure that may occur before the more favourable d...
The aim of this paper is to predict web-post buckling shear strength of cellular beams made from nor...
According to the current codes and guidelines, shear assessment of existing reinforced concrete slab...
The application of artificial neural networks (ANNs) to predict the ultimate shear strengths of rein...
The objective of this study is to investigate the adequacy of Artificial Neural Networks (ANN) as a ...
An artificial neural network (ANN) model was developed using past experimental data on shear failure...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
Abstract. A primary objective in the seismic design of structures is to ensure that the capacity of...
In this study, the artificial neural network (ANN) methodwas used to estimate unavailable displaceme...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
© 2005 EUCENTRE. All rights reserved. An artificial neural network (ANN) model was developed using p...
This study aims to predict the shear strength of reinforced concrete (RC) deep beams based on artifi...
The increase in data available in literature on the shear strength of reinforced concrete (RC) beams...
No-fines lightweight concrete wall with horizontal reinforcement refers to an alternative material f...
The artificial neural networks (ANN) was used to develop a number of models in order to predict the ...
Punching shear of flat slabs is a local, brittle failure that may occur before the more favourable d...
The aim of this paper is to predict web-post buckling shear strength of cellular beams made from nor...
According to the current codes and guidelines, shear assessment of existing reinforced concrete slab...
The application of artificial neural networks (ANNs) to predict the ultimate shear strengths of rein...
The objective of this study is to investigate the adequacy of Artificial Neural Networks (ANN) as a ...
An artificial neural network (ANN) model was developed using past experimental data on shear failure...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
Abstract. A primary objective in the seismic design of structures is to ensure that the capacity of...
In this study, the artificial neural network (ANN) methodwas used to estimate unavailable displaceme...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
© 2005 EUCENTRE. All rights reserved. An artificial neural network (ANN) model was developed using p...
This study aims to predict the shear strength of reinforced concrete (RC) deep beams based on artifi...
The increase in data available in literature on the shear strength of reinforced concrete (RC) beams...
No-fines lightweight concrete wall with horizontal reinforcement refers to an alternative material f...
The artificial neural networks (ANN) was used to develop a number of models in order to predict the ...
Punching shear of flat slabs is a local, brittle failure that may occur before the more favourable d...
The aim of this paper is to predict web-post buckling shear strength of cellular beams made from nor...
According to the current codes and guidelines, shear assessment of existing reinforced concrete slab...