Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement-Reference-Cited by-同舟云学术

Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement

Published:2016-08 Issue: Volume:120 Page:158-165
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Demir Aydin^ORCID,Caglar Naci,Ozturk Hakan,Sumer Yusuf

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. A new approach to determine the moment–curvature relationship of circular reinforced concrete columns;Caglar;Comput Concr,2015

2. Reinforced concrete mechanics & design;Wight,2012

3. ACI 318-14. Building code requirements for structural concrete. Michigan: American Concrete Institute; 2014.

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

5. Shear tests of reinforced concrete beams with continuous rectangular spiral reinforcement;Karayannis;Constr Build Mater,2013

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