A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction-Reference-Cited by-同舟云学术

A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction

Published:2013-04-04 Issue:9 Volume:48 Page:2107-2126
ISSN:0025-6455
Container-title:Meccanica
language:en
Short-container-title:Meccanica

Author:

Casapulla C.,Portioli F.,Maione A.,Landolfo R.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://link.springer.com/content/pdf/10.1007/s11012-013-9728-5.pdf

Reference34 articles.

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2. Baggio C, Trovalusci P (2000) Collapse behaviour of three-dimensional brick-block systems using non-linear programming. Struct Eng Mech 10(2):181–195

3. Ferris M, Tin-Loi F (2001) Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints. Int J Mech Sci 43:209–224

4. Orduña A, Lourenço P (2003) Cap model for limit analysis and strengthening of masonry structures. J Struct Eng 129(10):1367–1375

5. Gilbert M, Ahmed HM, Casapulla C (2003) Computational limit analysis of masonry structures in the presence of non-associative friction. In: Proceedings of 6th international symposium STRUMAS VI, Rome (Italy), pp 1–8

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