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Limit analysis of reinforced masonry vaults

Autor
Roca, P.; Lopez Almansa, F.; Miquel, J.; Hanganu, D.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2007-03
Volum
29
Número
3
Pàgina inicial
431
Pàgina final
439
DOI
https://doi.org/10.1016/j.engstruct.2006.05.009 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0141029606002124 Obrir en finestra nova
Resum
Reinforced brick masonry has experienced only scarce use as a fully structural material due to, among other reasons, the lack of design criteria and calculation tools allowing a scientific, but also practical, engineering approach to design and assessment. Aiming at contributing to a more widespread use of this material, a simplified method for the ultimate analysis of reinforced masonry arches and cylindrical vaults, based on the lower-bound theorem (or static approach) of plasticity, has been ...
Paraules clau
Limit analysis, Masonry vaults, Reinforced masonry, Static approach
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus
(MC)2 - UPC Mecànica de Medis Continus i Computacional
ATEM - Anàlisi i Tecnologia d'Estructures i Materials
GMNE - Grup de Mètodes Numèrics en Enginyeria

Participants