A nonlinear BE formulation for analysis of masonry walls considering orthotropy: Fundamentals

Author:

Oliveira Neto Luttgardes de,Masia Mark John,Almeida Valério S.,Simonetti Hélio Luiz

Funder

CAPES

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference52 articles.

1. Boundary Elements Method formulation for analysis of damaged bodies with emphasis in the localization of deformations phenomenon;Botta,2003

2. Botta AS, Venturini WS, Benallal A. A BEM implicit formulation applied to damage mechanics models. In 15th International Conference on Boundary Element Technology, 2003, Southampton/ Boston. Boundary element technology XV. Boston : WIT Press, pp. 287-298. 2003.

3. Masonry structures: behavior and design;Drysdale,1994

4. The in-plane deformation and failure of brickwork;Page,1978

5. A biaxial failure criterion for brick masonry in the tension–tension range;Page;Int J Masonry Constr,1980

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