Sensitivity and robustness analysis of adaptive neuro-fuzzy inference system (ANFIS) for shear strength prediction of stud connectors in concrete

Author:

Yosri Ahmed M.,Farouk AIB,Haruna S.I.,Deifalla Ahmed farouk,Shaaban Walaa Mahmoud

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference74 articles.

1. Fatigue behavior of headed stud shear connectors in steel-concrete composite bridge girders;Mafipour;Proc. 3rd Int. Conf. Appl. Res. Struct. Eng.,2019

2. Azad A.R.G., Mafipour M.S., Tatlari S. (2018) Fatigue Behavior of Shear Connectors in Steel-Concrete Beams with Partial Interaction.

3. Evaluation of bond strength between ultra-high-performance concrete and normal strength concrete: an overview;Farouk;J. Kejuruter.,2020

4. Parametrical static analysis on group studs with typical push-out tests;Xu;J. Constr. Steel Res.,2012

5. Behavior of headed stud shear connectors in composite beam;Dennis;J. Struct. Eng.,2005

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