Zainah Ibrahim

TL;DR: NDT methods applicable to concrete bridges are reviewed in this paper, where a flow chart based on damage level along with NDT methods and potential remedial measures are proposed for periodic health monitoring of structures.

TL;DR: In this paper, the shear strength of steel-concrete composite beams was analyzed based on the respective variable parameters and the methodology used by ANFIS (Adaptive Neuro Fuzzy Inference System) was adopted for this purpose.

TL;DR: The outcome shows that the use of ANFIS produces highly accurate, precise and satisfactory results as opposed to the classical linear regressions.

TL;DR: Estimation and prediction results of the ELM models were compared with genetic programming (GP) and artificial neural networks (ANNs) models and indicate that on the whole, the newflanged algorithm creates good generalization presentation.

TL;DR: The results exhibited that the proposed shear connector (V-shaped angle) contained the potentiality to be used practically after several improvements, and might be the improvement of the testing process for different predictive models with more input variables that will improve the predictive power of the created models.