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http://dx.doi.org/10.12989/scs.2016.21.3.679

Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steel-concrete composite beam's shear strength  

Safa, M. (Department of Civil Engineering, University of Malaya)
Shariati, M. (Department of Civil Engineering, University of Malaya)
Ibrahim, Z. (Department of Civil Engineering, University of Malaya)
Toghroli, A. (Department of Civil Engineering, University of Malaya)
Baharom, Shahrizan Bin (Department of Civil and Structural Engineering, National University of Malaysia)
Nor, Norazman M. (National Defence University of Malaysia)
Petkovic, Dalibor (University of Nis, Faculty of Mechanical Engineering, Department of Mechatronics and Control)
Publication Information
Steel and Composite Structures / v.21, no.3, 2016 , pp. 679-688 More about this Journal
Abstract
Structural design of a composite beam is influenced by two main factors, strength and ductility. For the design to be effective for a composite beam, say an RC slab and a steel I beam, the shear strength of the composite beam and ductility have to carefully estimate with the help of displacements between the two members. In this investigation the shear strengths of steel-concrete composite beams was analyzed based on the respective variable parameters. The methodology used by ANFIS (Adaptive Neuro Fuzzy Inference System) has been adopted for this purpose. The detection of the predominant factors affecting the shear strength steel-concrete composite beam was achieved by use of ANFIS process for variable selection. The results show that concrete compression strength has the highest influence on the shear strength capacity of composite beam.
Keywords
ANFIS; forecasting; steel-concrete composite beam; shear capacity;
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Times Cited By KSCI : 5  (Citation Analysis)
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