Mohammad Mohammadhassani
- (2014): An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups. In: Smart Structures and Systems, v. 14, n. 5 (November 2014).
- (2015): Fuzzy modelling approach for shear strength prediction of RC deep beams. In: Smart Structures and Systems, v. 16, n. 3 (September 2015).
- (2015): Development of jute rope hybrid composite plate using carbon fibre. In: Structural Engineering and Mechanics, v. 56, n. 6 (Dezember 2015).
- (2013): Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios. In: Structural Engineering and Mechanics, v. 48, n. 6 (Dezember 2013).
- (2013): Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams. In: Structural Engineering and Mechanics, v. 46, n. 6 (Juni 2013).
- (2013): Application of the ANFIS model in deflection prediction of concrete deep beam. In: Structural Engineering and Mechanics, v. 45, n. 3 (Februar 2013).
- (2013): Applications of the ANFIS and LR in the prediction of strain in tie section of concrete deep beams. In: Computers and Concrete, v. 12, n. 3 (September 2013).
- (2013): Application of artificial neural networks (ANNs) and linear regressions (LR) to predict the deflection of concrete deep beams. In: Computers and Concrete, v. 11, n. 3 (März 2013).
- (2014): Prediction of shear capacity of channel shear connectors using the ANFIS model. In: Steel and Composite Structures, v. 17, n. 5 (November 2014).
- (2012): Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams. In: Construction and Building Materials, v. 30 (Mai 2012).
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