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:2023 Issue: Volume: Page:
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Author:

Tarawneh Ahmad N.,Saleh Eman,Alawadi Roaa J.,Mahmoud Hanady,Al-Asi Aya

Publisher

Elsevier BV

Reference43 articles.

1. Effect of Fiber-Reinforced Polymer-Compression Reinforcement in Columns Subjected to Concentric and Eccentric Loading;A N Tarawneh;ACI Structural Journal,2021

2. Assessment of punching shear design models for FRP-RC slab-column connections;M G El-Gendy;Journal of Composites for Construction,2020

3. Shear resistance of FRP RC beams: Experimental study;M Guadagnini;Journal of composites for construction,2006

4. Concrete shear strength: Another perspective;A K Tureyen;Structural Journal,2003

5. Alternative model for concentric punching capacity;C E Ospina;Concrete International,2005

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