Techno Press
Techno Press

Steel and Composite Structures   Volume 21, Number 3, June30 2016, pages 679-688
DOI: 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
M. Safa, M. Shariati, Z. Ibrahim, A. Toghroli, S.B. Baharom, N.M. Nor and D. Petković

 
Abstract     [Full Text]
    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.
 
Key Words
    ANFIS; forecasting; steel-concrete composite beam; shear capacity
 
Address
(1) M. Safa, M. Shariati, Z. Ibrahim, A. Toghroli:
Department of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia;
(2) Shahrizan Bin Baharom:
Department of Civil and Structural Engineering, National University of Malaysia, Malaysia;
(3) Norazman M. Nor:
National Defence University of Malaysia, Kem Sungai Besi, 57000, Kuala Lumpur, Malaysia;
(4) Dalibor Petković:
University of Niš Faculty of Mechanical Engineering, Department of Mechatronics and Control, Aleksandra Medvedeva 14, 18000 Niš Serbia.
 

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