Shear capacity investigation of self compacting concrete beams with rectangular spiral reinforcement-Reference-Cited by-同舟云学术

Shear capacity investigation of self compacting concrete beams with rectangular spiral reinforcement

Published:2018-11 Issue: Volume:189 Page:640-648
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Shatarat Nasim^ORCID,Mahmoud Hadeel Musa,Katkhuda Hasan

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. ACI Committee 318. Building code requirements for structural concrete (ACI 318M-14) and commentary (ACI 318RM-14). Farmington Hills, Michigan: American Concrete Institute (ACI); 2014.

2. Design of Concrete Structures;Nilson,1986

3. Reinforced Concrete Structures;Park,1975

4. Experimental investigation of RC beams with rectangular spiral reinforcement in torsion;Chalioris;Eng. Struct.,2013

5. Effectiveness of spirally shaped stirrups in reinforced concrete beams;Corte;Eng. Struct.,2013

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