Capacity reinstatement of reinforced concrete one-way ribbed slabs with rib-cutting shear zone openings: Hybrid fiber reinforced polymer/steel technique

Auteur(s):	Hussein Elsanadedy (Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia) Amjad Al Kallas (Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia) Husain Abbas (Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia) Tarek Almusallam (Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia) Yousef Al-Salloum (Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia)
Médium:	article de revue
Langue(s):	anglais
Publié dans:	Advances in Structural Engineering
DOI:	10.1177/13694332241276060

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