Development of machine learning models for reliable prediction of the punching shear strength of FRP-reinforced concrete slabs without shear reinforcements
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation
Reference62 articles.
1. A. F. Deifalla, “A mechanical model for concrete slabs subjected to combined punching shear and in-plane tensile forces,” Engineering Structures, Elsevier, 231(March) (2021).
2. A strength and deformation model for prestressed lightweight concrete slabs under two-way shear;Deifalla;Adv. Struct. Eng.,2021
3. Strength and Ductility of Lightweight Reinforced Concrete Slabs under Punching Shear;Deifalla;Structures,2020
4. M. G. S. El-Gendy and E. F. El-Salakawy, “Assessment of Punching Shear Design Models for FRP-RC Slab–Column Connections.,” J. Compos. Constr. vol. 24, no. 5, pp. 04020047. 10.1061@ASCECC.1943-5614.0001054., 2020.
5. M. El Zareef, M. S. Elbisya and M. Badawia, “Evaluation of code provisions predicting the concrete shear strength of FRP-reinforced members without shear reinforcement.,” Composite Structures, 275(November) (2021) https://doi.org/10.1016, 2021.
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