Browsing by Subject "Construccions de maó"
Now showing items 1-6 of 6
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Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads
(2014-12-30)
Article
Open AccessSlender unreinforced masonry walls are likely to fail due to mechanism formation when they are subjected to eccentric compression loads causing second order bending effects. A practical analytical formulation is herein ... -
Caracterización mecánica de obra de fábrica histórica mediante ensayos experimentales in-situ y en laboratorio
(Universitat Politècnica de Catalunya, 2016-02-22)
Master thesis
Open Access -
Comportement dynamique des structures maçonnées
(Universitat Politècnica de Catalunya / Institut National des Sciences Appliquées de Lyon, 2010)
Master thesis (pre-Bologna period)
Restricted access - author's decisionEl trabajo trata sobre un estudio del comportamiento y la estabilidad de estructuras hechas por un conjunto de elementos, mediante el método de los elementos discretos. Visualizar los resultados y determinar los parámetros ... -
Experimental study of brick masonry walls strengthened with textile reinforced mortar
(2014)
Article
Open AccessThe paper presents an experimental research on the use of Textile Reinforced Mortar (TRM) for the strengthening of brick load bearing masonry walls subjected to eccentric loading. Particular attention is given to the case ... -
Strength performance of unreinforced brick masonry walls under flexo-compression load. Analytical methods
(2014)
Article
Open AccessThe 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 ... -
TRM : preventing the mixed bending/buckling failure of masonry walls : experimental, analytical and numerical research
(OmniscriptumGmbH & Co.KG, 2015)
Book
Restricted access - publisher's policyThe response of load-bearing brick masonry walls is characterised by the second-order bending effects due to the eccentricity of the load, the non-linear compressive response of the masonry and its almost negligible tensile ...
