Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear

Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear

There is no agreement on how to predict punching shear for footings among different design codes, which is inconsistent with experimentally observed capacity. Such inconsistency is due to the following issues: (1) the different definitions used by design codes for the critical section that resists t...

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Dades bibliogràfiques
Autors principals:	Amr El-said, Ahmed F. Deifalla, Saif Eldeen A.S. Yousef, Taha A. El-Sayed, Maged Tawfik, Nehal M. Ayash
Format:	Article
Idioma:	English
Publicat:	Elsevier 2023-07-01
Col·lecció:	Case Studies in Construction Materials
Matèries:	Column-footing Punching shear capacity PrEC2 fib Model Code ACI318-19 JSCE 1997
Accés en línia:	http://www.sciencedirect.com/science/article/pii/S2214509523003625

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