Shear failure and ductility of RC columns after yielding of main reinforcement-Reference-Cited by-同舟云学术

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Shear failure and ductility of RC columns after yielding of main reinforcement

Published:2000-01 Issue:2-3 Volume:65 Page:335-368
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Maekawa Koichi,An Xuehui

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference24 articles.

1. Damage of concrete bridge piers;Okamura;Journal of JSCE,1995

2. Numerical simulation of size effect in shear strength of RC beams;AN;Journal of Materials, Concrete Structures and Pavements,1997

3. Nonlinear analysis and constitutive models of reinforced concrete;Okamura,1991

4. Reinforced concrete design and size effect in structural nonlinearity;Okamura,1993

5. The state-of-the-art on constitutive laws of concrete;Maekawa;Concrete Journal,1994

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