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Resistance calculation of a masonry structure against a deformation due to an angular distortion

 

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Opened Access Resistance calculation of a masonry structure against a deformation due to an angular distortion
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Author: Cano-Marín, Rubén
Department: Universidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terreno
Date: 2013
Published in: 5th International Congress on Energy and Environment Engineering and Management (2013)
Document type: Presentation
Abstract: The present paper provides an analysis of the deformation capacity of a masonry structure caused by an angular distortion. We are going to examine the geometric characteristic of the deformation, stress increase associated with this movement, and the resistance front shear and deflection. We have used as a reference the studies from A. Tena y E. Miranda 2001 [1], and the technical norms CTE-DB-SE-F [2] and NBE-FL-90 [3].
Cite: Cano-Marín, R. (2013). Resistance calculation of a masonry structure against a deformation due to an angular distortion. En 5th International Congress on Energy and Environment Engineering and Management
Size: 166.0Kb
Format: PDF

URI: http://hdl.handle.net/11441/53552

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