The effect of finite element mesh size in nonlinear analysis of reinforced concrete structures-Reference-Cited by-同舟云学术

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The effect of finite element mesh size in nonlinear analysis of reinforced concrete structures

Published:1990-01 Issue:5 Volume:36 Page:807-815
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Choi C.-K.,Kwak H.-G.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference18 articles.

1. Finite element analysis of RC slabs;Jofriet;J. struct. Div., ASCE,1971

2. Moment-curvature relation of reinforced concrete slabs;Vebo;J. struct. Div., ASCE,1977

3. Nonlinear model for reinforced concrete slabs;Bashur;J. struct. Div., ASCE,1978

4. Nonlinear finite element analysis of reinforced concrete under short term monotonic loading;Fariborz,1986

5. Nonlinear analysis of RC shells of general form;Lin;J. struct. Div., ASCE,1975

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