Proposing a one-way shear design model for FRP-RC members: Evaluation and reliability calibration-Reference-Cited by-同舟云学术

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Proposing a one-way shear design model for FRP-RC members: Evaluation and reliability calibration

Published:2023-10 Issue: Volume:292 Page:116527
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Tarawneh Ahmad^ORCID,Saleh Eman^ORCID,Alghossoon Abdullah,Naser M.Z.^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference72 articles.

1. Effect of Fiber-Reinforced Polymer-Compression Reinforcement in Columns Subjected to Concentric and Eccentric Loading;Tarawneh;ACI Struct J,2021

2. Reinforced Concrete Mechanics and Design;Wight,2016

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

4. Shear strength of large concrete members with FRP reinforcement;Bentz;J Compos Constr,2010

5. Does the use of FRP reinforcement change the one-way shear behavior of reinforced concrete slabs?;Hoult;J Compos Constr,2008

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. One-way shear strength design of flat-plate voided slabs;Structures;2024-07

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