An innovative formulation for predicting the punching shear behavior in two-way reinforced concrete slabs-Reference-Cited by-同舟云学术

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An innovative formulation for predicting the punching shear behavior in two-way reinforced concrete slabs

Published:2024-05-22 Issue: Volume: Page:1-22
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Okasha Nader M.¹,Mirrashid Masoomeh¹,Naderpour Hosein²³,Nguyen Tan. N.⁴,Alzo’ubi Abdel Kareem¹,Alneasan Mahmoud⁵

Affiliation:

1. College of Engineering, Abu Dhabi University, Al Ain, UAE

2. Department of Civil Engineering, Toronto Metropolitan University, Toronto, Canada

3. Department of Civil Engineering, Semnan University, Semnan, Iran

4. Department of Architectural Engineering, Sejong University, Seoul, South Korea

5. Department of Civil Engineering, Tishreen University, Latakia, Syria

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2024.2355594

Reference111 articles.

1. Influence of Clamping Stresses in the Shear Strength of Concrete Slabs Under Uniform Loads

2. An Experimental Study on Punching Shear Behavior of Concrete Slabs

3. Soft computing for modeling punching shear of reinforced concrete flat slabs

4. Numerical investigation of the punching shear capacity of transversely prestressed concrete deck slabs

5. Role of shear reinforcements on the punching shear resistance of two-way RC slab subjected to impact loading

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