Reduced area approach for predicting punching shear resistance of biaxial hollow slabs with openings-Reference-Cited by-同舟云学术

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Reduced area approach for predicting punching shear resistance of biaxial hollow slabs with openings

Published:2023-09 Issue: Volume:19 Page:101261
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Oukaili Nazar^ORCID,Merie Hammad

Publisher

Elsevier BV

Subject

General Engineering

Reference45 articles.

1. Plastic Voided Slab Systems: Applications and Design;Midkiff,2013

2. Punching behavior of biaxial hollow slabs;Schnellenbach-Held;Cement Concr. Compos.,2002

3. Concentric punching shear of waffle slab;Al-Bayati;ACI Struct. J.,2015

4. Punching strength of biaxial voided slabs;Valivonis;ACI Struct. J.,2017

5. Punching of Concrete Slabs without Shear Reinforcement;Kinnunen,1960

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Reduced Volume Approach to Evaluate Biaxial Bubbled Slabs’ Resistance to Punching Shear;Buildings;2024-03-03

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