Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers-Reference-Cited by-同舟云学术

Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers

Published:2019-01 Issue: Volume:207 Page:460-470
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Ju Hyunjin^ORCID,Lee Deuck Hang,Kim Kang Su

Funder

National Research Foundation of Korea

Ministry of Science and ICT

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference46 articles.

1. Torsional responses of steel fiber-reinforced concrete members;Ju;Compos Struct,2015

2. Torsion in high-strength concrete hollow beams: strength and ductility analysis;Bernardo;ACI Struct J,2009

3. Building code requirements for structural concrete and commentary (ACI 318-14);ACI Committee 318,2014

4. Hsu TTC. Torsion of structural concrete-behavior of reinforced concrete rectangular members. Torsion of Structural Concrete, SP-18, American Concrete Institute, Detroit; 1968. p. 261–306.

5. Design for torsion;MacGregor;ACI Struct J,1995

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