A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement

Author:

Alrudaini Thaer M. Saeed

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference50 articles.

1. Building Code Requirements for Structural Concrete and Commentary;ACI Committee 318-19,2019

2. British Standards Institution. Structural use of concrete, part 1: code of practice for design and construction. BS 8110-1; 1997.

3. CEB–FIP. 1990. Model Code: Bulletin D’Information No. 203– 305. Comité Euro–International Du Béton – Fédération de la Précontrainte; 1990.

4. CSA-A23.3- 04. Design of concrete structures for buildings. Canadian Standards Association 2004.

5. Punching tests of slabs with low reinforcement ratios;Guandalini;ACI Struct J,2009

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