Computational model for post cracking analysis of RC membrane elements based on local stress–strain characteristics-Reference-Cited by-同舟云学术

Computational model for post cracking analysis of RC membrane elements based on local stress–strain characteristics

Published:2003-07 Issue:8 Volume:25 Page:993-1007
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Soltani Masoud,An Xuehui,Maekawa Koichi

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Nonlinear analysis of concrete membrane elements;Hsu;ACI Structural Journal,1991

2. Analytical model for RC panel elements subjected to in-plane forces;Izumo;Concrete Library of JSCE,1989

3. Vecchio FJ, Collins MP. The response of reinforced concrete to in-plane shear and normal stresses. Publication No. 82-03, University of Toronto, 1982.

4. Three-dimensional modeling of reinforced concrete with multi-directional cracking;Hauke;Journal of materials, Conc. Struct., Pavement, JSCE,1999

5. Behavior of reinforced concrete membrane elements in shear;Pang;ACI Structural Journal,1995

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