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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Detalles Bibliográficos
Main Authors: Amr El-said, Ahmed F. Deifalla, Saif Eldeen A.S. Yousef, Taha A. El-Sayed, Maged Tawfik, Nehal M. Ayash
Formato: Artigo
Idioma:English
Publicado: Elsevier 2023-07-01
Series:Case Studies in Construction Materials
Subjects:
Column-footing
Punching shear capacity
PrEC2
fib Model Code
ACI318-19
JSCE 1997
Acceso en liña:http://www.sciencedirect.com/science/article/pii/S2214509523003625

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