Shear-Bending-Torsion Interaction in Structural Concrete Members: A Nonlinear Coupled Sectional Approach-Reference-Cited by-同舟云学术

Shear-Bending-Torsion Interaction in Structural Concrete Members: A Nonlinear Coupled Sectional Approach

Published:2007-07-14 Issue:3 Volume:14 Page:249-278
ISSN:1134-3060
Container-title:Archives of Computational Methods in Engineering
language:en
Short-container-title:Arch Computat Methods Eng

Author:

Bairan Garcia J. M.,Mari Bernat A. R.

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Computer Science Applications

Link

http://link.springer.com/content/pdf/10.1007/s11831-007-9007-5.pdf

Reference66 articles.

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4. Auricchio F, Sacco E (2003) Refined first-order shear deformation theory models for composite laminates. ASME J Appl Mech 70:381–390

5. Bairan JM, Mari AR (2006) Coupled model for the nonlinear analysis of anisotropic sections subjected to general 3D loading. Part 1: theoretical formulation. Comput Struct 84(31–32):2254–2263

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