Punching Shear Behavior of Flat Slabs Utilizing Reactive Powder Concrete with and without Flexural Reinforcement-Reference-Cited by-同舟云学术

Punching Shear Behavior of Flat Slabs Utilizing Reactive Powder Concrete with and without Flexural Reinforcement

Author:

M. Kadhum Mohammed¹,M. Harbi Salah²,S. Khamees Shahad²,Abdulraheem Mustafa S.³^ORCID,Farsangi Ehsan Noroozinejad⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, College of Engineering, Univ. of Babylon, Babylon 54001, Iraq.

2. Dept. of Civil Engineering, College of Engineering, Univ. of Babylon, Babylon 51001, Iraq.

3. Dept. of Civil Engineering, College of Engineering, Univ. of Babylon, Babylon 56001, Iraq (corresponding author). ORCID: .

4. Faculty of Civil and Surveying Engineering, Graduate Univ. of Advanced Technology, Kerman, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

Reference21 articles.

1. Punching shear behavior of normal and high-strength concrete slabs under static loading;Abdel Hafez A.;J. Eng. Sci.,2005

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