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An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups

Smart structures and systems, 2014-11, Vol.14 (5), p.785-809

2014

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Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams

Structural engineering and mechanics, 2013-06, Vol.46 (6), p.853-868

2013

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Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios

Structural engineering and mechanics, 2013-12, Vol.48 (6), p.833-848

2013

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Application of ANFIS and LR in prediction of scour depth in bridges

Computers & fluids, 2014-03, Vol.91, p.77-86

2014

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Fuzzy modelling approach for shear strength prediction of RC deep beams

Smart structures and systems, 2015-09, Vol.16 (3), p.497-519

2015

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Application of the ANFIS model in deflection prediction of concrete deep beam

Structural engineering and mechanics, 2013-02, Vol.45 (3), p.323-336

2013

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Application of artificial neural networks (ANNs) and linear regressions (LR) to predict the deflection of concrete deep beams

Computers & concrete, 2013-03, Vol.11 (3), p.237-252

2013

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Development of jute rope hybrid composite plate using carbon fibre

Structural engineering and mechanics, 2015-12, Vol.56 (6), p.1095-1113

2015

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Applications of the ANFIS and LR in the prediction of strain in tie section of concrete deep beams

Computers and Concrete, 2013-09, Vol.12 (3), p.243-259

2013

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Prediction of shear capacity of channel shear connectors using the ANFIS model

Steel & composite structures, 2014-11, Vol.17 (5), p.623-639

2014

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Selection of the most influential parameters on vectorial crystal growth of highly oriented vertically aligned carbon nanotubes by adaptive neuro-fuzzy technique

International Journal of Hydromechatronics, 2020, Vol.3 (3), p.238

2020

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An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio

Engineering failure analysis, 2014-06, Vol.41, p.73-80

2014

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A Study of Building Structure Resilience to Seismic in the Batu Pahat Area using Rapid Visual Screening Method

Journal of Advanced Research in Applied Sciences and Engineering Technology, 2024-06, Vol.36 (2), p.147-163

2024

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Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams

Construction & building materials, 2012-05, Vol.30, p.265-273

2012

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Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams

Construction & building materials, 2012-05, Vol.30 (1), p.265

2012

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Failure modes and serviceability of high strength self compacting concrete deep beams

Engineering failure analysis, 2011-12, Vol.18 (8), p.2272-2281

2011

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Selection of the most influential parameters on vectorial crystal growth of highly oriented vertically aligned carbon nanotubes by adaptive neuro-fuzzy technique

International Journal of Hydromechatronics, 2020, Vol.3 (1), p.1

2020

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Prediction of Structural Response for HSSCC Deep Beams Implementing a Machine Learning Approach

International journal of coastal and offshore engineering, 2018-06, Vol.2 (1), p.35-43

2018

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Ductility and performance assessment of high strength self compacting concrete (HSSCC) deep beams: An experimental investigation

Nuclear engineering and design, 2012-09, Vol.250, p.116-124

2012

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An experimental investigation on bending stiffness and neutral axis depth variation of over-reinforced high strength concrete beams

Nuclear engineering and design, 2011-06, Vol.241 (6), p.2060-2067

2011

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Structural Behaviour of High Strength Self Compacting Concrete Deep Beams

Mohammadhassani, Mohammad

2012

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An Experimental Investigation of the Stress-Strain Distribution in High Strength Concrete Deep Beams

Procedia engineering, 2011, Vol.14, p.2141-2150

2011

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Anfis
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Materials Science, Characterization & Testing
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Reinforcement
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Shear Strength
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Adaptive Systems
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An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups

Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams

Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios

Application of ANFIS and LR in prediction of scour depth in bridges

Fuzzy modelling approach for shear strength prediction of RC deep beams

Application of the ANFIS model in deflection prediction of concrete deep beam

Application of artificial neural networks (ANNs) and linear regressions (LR) to predict the deflection of concrete deep beams

Development of jute rope hybrid composite plate using carbon fibre

Applications of the ANFIS and LR in the prediction of strain in tie section of concrete deep beams

Prediction of shear capacity of channel shear connectors using the ANFIS model

Selection of the most influential parameters on vectorial crystal growth of highly oriented vertically aligned carbon nanotubes by adaptive neuro-fuzzy technique

An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio

A Study of Building Structure Resilience to Seismic in the Batu Pahat Area using Rapid Visual Screening Method

Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams

Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams

Failure modes and serviceability of high strength self compacting concrete deep beams

Selection of the most influential parameters on vectorial crystal growth of highly oriented vertically aligned carbon nanotubes by adaptive neuro-fuzzy technique

Prediction of Structural Response for HSSCC Deep Beams Implementing a Machine Learning Approach

Ductility and performance assessment of high strength self compacting concrete (HSSCC) deep beams: An experimental investigation

An experimental investigation on bending stiffness and neutral axis depth variation of over-reinforced high strength concrete beams

Structural Behaviour of High Strength Self Compacting Concrete Deep Beams

An Experimental Investigation of the Stress-Strain Distribution in High Strength Concrete Deep Beams

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