@inproceedings{ce714edf66b547c5bbb51d5b1615eecb,
title = "Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed",
abstract = "The efficiency of the elastic-plastic-damage model (Barcelona Model) for reproducing of the laboratory results obtained for the sheared masonry elements in this paper there has been presented. Numerical results for the systems masonry wall building- mining deformed subsoil have been given.",
keywords = "Elastic-plastic-damage model, Masonry structures, Numerical analysis",
author = "Lidia Fedorowicz and Jan Fedorowicz and Jan Kubica",
year = "2005",
language = "English",
isbn = "849599979X",
series = "Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII",
number = "PART 2",
pages = "1015--1018",
booktitle = "Computational Plasticity",
edition = "PART 2",
note = "8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII ; Conference date: 05-09-2005 Through 07-09-2005",
}