Numerical Analysis Of Failure Mechanisms Of
Historical Constructions
Author(s)
J.M. Sieczkowski, I.P. Szotomicki
Abstract
This paper presents numerical analysis of complex masonry structures using
FEM. The results of computations are very important because the load-carrying
ability and deferability of historical masonry structures is still not sufficiently
known. Masonry is incapable of carrying tensile forces, and will crack in
response to displacements imposed by the external environment. The main
objective was prediction of failure mechanisms of complex masonry structures
applying an interface and damage model
1 Introduction
Nowadays there is a general concern for preservation of historical
constructions. This will invariably require to pay greater attention to the reliable
assessment of the structural conditions of the monuments and to the correct
design of intervention measures. The first step to analysis of historical
con
Keywords
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