In this paper the compression strenght of a clay brickwork masonry binded with cement mortar is analyzed. The target is to obtain the characteristic compression strength of unrein forced brickwork masonry. This research try to test the validity of the analitycal equations in European codes, comparing the experimental strength with the analytically obtained from the strength of its components (day brick and cement mortar).
CITATION STYLE
Rolando, A. (2006). Resistencia característica a compresión de una fábrica de ladrillo en función de la resistencia de sus componentes. Comprobación experimental de expresiones analíticas de la normativa europea. Materiales de Construccion, 56(283), 91–98. https://doi.org/10.3989/mc.2006.v56.i283.11
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