Retrofitting of Interior Slab-to-Column Connections for Punching Shear Using Different Techniques-Reference-Cited by-同舟云学术

Retrofitting of Interior Slab-to-Column Connections for Punching Shear Using Different Techniques

Published:2019-02 Issue:1 Volume:33 Page:04018088
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Afefy Hamdy M.¹,El-Tony El-Tony M.²

Affiliation:

1. Professor of Concrete Structures, Faculty of Engineering, Structural Engineering Dept., Tanta Univ., Tanta 31511, Egypt (corresponding author).

2. Associate Professor, Faculty of Engineering, Structural Engineering Dept., Alexandria Univ., Alexandria 25144, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001246

Reference39 articles.

1. The use of pyramid swimmer bars as punching shear reinforcement in reinforced concrete flat slabs;Al-Nasra M.;J. Civ. Eng. Res.,2013

2. Punching strength of flat slabs with and without shear reinforcement;Bartolac M.;Građevinar,2015

3. Experimental and theoretical issues in FRP-concrete bonding

4. Punching shear strength of reinforced concrete slabs strengthened with glass fiber-reinforced polymer laminates;Chen C.;ACI Struct. J.,2005

5. Evaluation of steel fiber reinforcement for punching shear resistance in slab–column connections. Part I: Monotonically increased load;Cheng M. Y.;ACI Struct. J.,2010

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