Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation-Reference-Cited by-同舟云学术

Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

Published:2006-12 Issue:31-32 Volume:84 Page:2254-2263
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Bairan Garcia Jesus Miguel,Mari Bernat Antonio R.

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Bairan JM. A non-linear totally-coupled model for RC sections under 3D bending, shear, torsion and axial loading. Ph.D. Thesis. Technical University of Catalonia. Barcelona, 2005.

2. Bentz E. Sectional Analysis of Reinforced Concrete Members. Ph.D. Thesis. University of Toronto. 2000.

3. Chan EC. Nonlinear geometric, material and time-dependent analysis of reinforced concrete shells with edge beams. Ph.D. Thesis. University of California. Berkeley. 1982.

4. Torsion of reinforced concrete;Hsu,1984

5. MacGregor JG, Bartlett FM. Reinforced concrete: mechanics and design. First Canadian Edition. Prentice Hall Canada Inc. Scarborough, Ont., 1992.

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