Punching Shear Strength Model for Reinforced Concrete Flat Plate Slab–Column Connection without Shear Reinforcement

Author:

Ju Hyunjin1ORCID,Lee Deuckhang2ORCID,Park Min-Kook3,Ali Memon Shazim4

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Nazarbayev Univ., 53 Kabanbay Batyr Ave., Nur-Sultan 010000, Kazakhstan. ORCID: .

2. Assistant Professor, Dept. of Architectural Engineering, Chungbuk National Univ., 1 Chungdae-ro, Seowon-gu, Cheongju, Chungbuk 28644, South Korea (corresponding author). ORCID: .

3. Postdoctoral Research Fellow, Dept. of Engineering Structures, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Postbus 5, 2600 AA Delft, Netherlands.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Nazarbayev Univ., 53 Kabanbay Batyr Ave., Nur-Sultan 010000, Kazakhstan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference56 articles.

1. The simplified MCFT for calculating the shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

2. Influence of slab thickness on punching shear strength;Birkle G.;ACI Struct. J.,2008

3. Unified shear strength model for reinforced concrete beams—Part I: Development;Choi K. K.;ACI Struct. J.,2007

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