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Strength performance of unreinforced brick masonry walls under flexo-compression load. Analytical methods

Autor
Bernat, E.; Gil, L.
Tipus d'activitat
Article en revista
Revista
Key engineering materials
Data de publicació
2014
Volum
628
Pàgina inicial
67
Pàgina final
72
DOI
https://doi.org/10.4028/www.scientific.net/KEM.628.67 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/86640 Obrir en finestra nova
Resum
The structure of many historical buildings relies on unreinforced masonry load-bearing walls. In the case of large slenderness or significant eccentricity of the vertical compressive loads the mechanism formation failure mode is likely. Considering the second order bending effects and the tensile strength of the masonry is essential to accurately calculate the load-bearing capacity of these structures, which is required for maintenance tasks. An analytical methodology has proposed with this aim....
Citació
Bernat, E., Gil, L. Strength performance of unreinforced brick masonry walls under flexo-compression load. Analytical methods. "Key engineering materials", 2014, vol. 628, p. 67-72.
Paraules clau
Analytic calculation, Experimental comparison, Load-bearing brick masonry walls, Second order bending, Standards calculation
Grup de recerca
LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

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