An optimal algorithm for cycle breaking in directed graphs
Journal of Electronic Testing: Theory and Applications - Special issue on partial scan methods
Symbolic and numerical regression: experiments and applications
Information Sciences—Informatics and Computer Science: An International Journal - Special issue on recent advances in soft computing
Pattern Recognition and Machine Learning (Information Science and Statistics)
Pattern Recognition and Machine Learning (Information Science and Statistics)
Neural Networks for Applied Sciences and Engineering
Neural Networks for Applied Sciences and Engineering
Predicting object-oriented software maintainability using multivariate adaptive regression splines
Journal of Systems and Software
Computational Statistics & Data Analysis
Expert Systems with Applications: An International Journal
Support vector regression based shear strength modelling of deep beams
Computers and Structures
A hybrid device for the solution of sampling bias problems in the forecasting of firms' bankruptcy
Expert Systems with Applications: An International Journal
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This study proposes a novel artificial intelligence (AI) model to estimate the shear strength of reinforced-concrete (RC) deep beams. The proposed evolutionary multivariate adaptive regression splines (EMARS) model is a hybrid of multivariate adaptive regression splines (MARS) and artificial bee colony (ABC). In EMARS, MARS addresses learning and curve fitting and ABC implements optimization to determine the optimal parameter settings with minimal estimation errors. The proposed model was constructed using 106 experimental datasets from the literature. EMARS performance was compared with three other data-mining techniques, including back-propagation neural network (BPNN), radial basis function neural network (RBFNN), and support vector machine (SVM). EMARS estimation accuracy was benchmarked against four prevalent mathematical methods, including ACI-318 (2011), CSA, CEB-FIP MC90, and Tang's Method. Benchmark results identified EMARS as the best model and, thus, an efficient alternative approach to estimating RC deep beam shear strength.