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

Autor(en):	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)
Medium:	Fachartikel
Sprache(n):	Englisch
Veröffentlicht in:	Advances in Structural Engineering
DOI:	10.1177/13694332241276060

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1177/13694332241276060.

Anzeige

Structurae kooperiert mit

Anzeige