This study uses an AI technique called gene expression programming (GEP) to generate a deflection model for predicting the deflection of reinforced concrete (RC) beams using fibre reinforced polymer (FRP) bars as the main reinforcements through the effective moment of inertia. Taking into account the advantages of both theoretical and empirical models, the study trained GEP using a database created by calculating the effective moment of inertia (Ie) of 108 designed beams using 10 equations collected from the literature. The results with the affected parameters were input into GEP. The GEP then provided an expression for the prediction of Ie based on the training database. After that, the mid-span deflection (δ) of the beams was determined t...
To calculate the shear capacity of concrete beams reinforced with fibre-reinforced polymer (FRP), cu...
In this paper, reference is made to the key features of ACI, EC2 and other models, regarding SLS cal...
The main objective of this paper is to develop new design formulations for determining shear stress ...
Abstract: Concrete beams reinforced with glass-fiber reinforced polymer (GFRP) bars exhibit large de...
FPR reinforcing bars have emerged as a promising alternative to steel bars in construction, especial...
The shear strength prediction of fiber-reinforced polymer- (FRP-) reinforced concrete beams is one o...
yesShear failure of concrete elements reinforced with Fiber Reinforced Polymer (FRP) bars is general...
Reinforced concrete structures are subjected to frequent maintenance and repairs due to steel reinfo...
For structures and load-bearing beams under extreme impact loading, the prediction of the transmitte...
Reinforced concrete (RC) structural elements such as peripheral beams, beams supporting the canopy, ...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
In the last decade, conventional materials such as steel and concrete are being replaced by fiber re...
In this paper, an extensive simulation program is conducted to find out the optimal ANN model to pre...
The article analyses the calculation of the deflection of reinforced concrete beams strengthened wit...
A mid-span deflection of concrete beam strengthened by FRP bars has been anticipated. A case of simp...
To calculate the shear capacity of concrete beams reinforced with fibre-reinforced polymer (FRP), cu...
In this paper, reference is made to the key features of ACI, EC2 and other models, regarding SLS cal...
The main objective of this paper is to develop new design formulations for determining shear stress ...
Abstract: Concrete beams reinforced with glass-fiber reinforced polymer (GFRP) bars exhibit large de...
FPR reinforcing bars have emerged as a promising alternative to steel bars in construction, especial...
The shear strength prediction of fiber-reinforced polymer- (FRP-) reinforced concrete beams is one o...
yesShear failure of concrete elements reinforced with Fiber Reinforced Polymer (FRP) bars is general...
Reinforced concrete structures are subjected to frequent maintenance and repairs due to steel reinfo...
For structures and load-bearing beams under extreme impact loading, the prediction of the transmitte...
Reinforced concrete (RC) structural elements such as peripheral beams, beams supporting the canopy, ...
An artificial neural network model is developed to predict the shear capacity of reinforced concrete...
In the last decade, conventional materials such as steel and concrete are being replaced by fiber re...
In this paper, an extensive simulation program is conducted to find out the optimal ANN model to pre...
The article analyses the calculation of the deflection of reinforced concrete beams strengthened wit...
A mid-span deflection of concrete beam strengthened by FRP bars has been anticipated. A case of simp...
To calculate the shear capacity of concrete beams reinforced with fibre-reinforced polymer (FRP), cu...
In this paper, reference is made to the key features of ACI, EC2 and other models, regarding SLS cal...
The main objective of this paper is to develop new design formulations for determining shear stress ...