Analysis of Punching Shear Capacity of RC Flat Slabs Produced with Partial Replacement of Cement by Pulverized Fly Ash (PFA)-Reference-Cited by-同舟云学术

Analysis of Punching Shear Capacity of RC Flat Slabs Produced with Partial Replacement of Cement by Pulverized Fly Ash (PFA)

Published:2017-12-23 Issue:2 Volume:42 Page:181-190
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Samad Shahab,Shah Attaullah

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40996-017-0089-5/fulltext.html

Reference28 articles.

1. ACI Publication-SP-232 (2006) Punching shear in reinforced concrete slabs. American Concrete Institute Farmington Hills

2. Alexander SDB, Simmonds SH (1992) Punching shear tests of concrete slab-slab joints containing fiber reinforcement. ACI Struct J 89(4):425–432

3. American concrete institute (20011) ACI 318M-11: Metric Building code requirements for structural concrete and commentary. ACI Committee 318, Farmington Hills

4. Azevedo AP (1999) Resistance and ductility of slab-column connections on high strength concrete flat slabs with steel fibers and shear reinforcement. M.Sc. Dissertation. University of Sao Paulo, Sao Carlos

5. Bartolac M, Damjanović D, Duvnjak I (2015) Punching strength of flat slabs with and without shear reinforcement. GRAĐEVINAR 67(8):771–786

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