Los modelos numéricos frente al comportamiento de elementos de fábrica ensayados en laboratorio

Jorge G. Rosas Rodríguez; Luis M. Villegas Cabredo; Domingo Lorenzo Esperante

doi:10.3989/ic.2001.v53.i474.661

The numerical models front to the behaviour of masonry elements tested in laboratory

Authors

Jorge G. Rosas Rodríguez Prof. Titularde la Universidad Privada Boliviana
Luis M. Villegas Cabredo Dr. Ingeniero de Caminos, Canales y Puertos. Catedrático de la Universidad de Cantabria
Domingo Lorenzo Esperante Dr. Ingeniero de Caminos. Canales y Puertos. Prof. Titular de la Universidad de Cantabria

DOI:

https://doi.org/10.3989/ic.2001.v53.i474.661

Abstract

The present work of research is an application of the numerical models more recently proposed for the analysis of masonry structures. The global objective of this paper is to study the behaviour of shear walls subject to in-plane loads. The calibration of numerical models has been made, for it small walls of brick tested to diagonal compression hove been used. The walls have been subject lo a numerical analysis using two different techniques (micro and macro-modelling) based on the Finite Elements Method that allow lo simulate the non-linear behaviour of the masonry.

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Published

2001-08-30

How to Cite

Rosas Rodríguez, J. G., Villegas Cabredo, L. M., & Lorenzo Esperante, D. (2001). The numerical models front to the behaviour of masonry elements tested in laboratory. Informes De La Construcción, 53(474), 37–48. https://doi.org/10.3989/ic.2001.v53.i474.661

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Issue

Vol. 53 No. 474 (2001)

Section

Research Articles

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