Unified two-way shear model for steel and FRP-RC slabs: Evaluation and reliability calibration-Reference-Cited by-同舟云学术

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Unified two-way shear model for steel and FRP-RC slabs: Evaluation and reliability calibration

Published:2024-03 Issue: Volume:21 Page:101790
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Tarawneh Ahmad^ORCID,Alawadi Roaa J.,Almahmood Hanady,Saleh Eman,Al-Asi Aya,Alghossoon Abdullah

Publisher

Elsevier BV

Reference46 articles.

1. Effect of fiber-reinforced polymer-compression reinforcement in columns subjected to concentric and eccentric loading;Tarawneh;ACI Struct. J.,2021

2. Assessment of punching shear design models for FRP-RC slab–column connections;El-Gendy;J. Compos. Construct.,2020

3. Shear resistance of FRP RC beams: experimental study;Guadagnini;J. Compos. Construct.,2006

4. Concrete shear strength: another perspective;Tureyen;Struct. J.,2003

5. Alternative model for concentric punching capacity;Ospina;Concr. Int.,2005

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Failure mode identification in reinforced concrete flat slabs using advanced ensemble neural networks;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-07-30

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