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Strong interest in masonry complex historical structures and the need to understand their static and dynamic behavior has led to the development of computational methods used to analyze the masonry vaults. This paper concerns the numerical modeling of the static behavior of masonry vaults. In the introduction, a description of the geometry of presented vaults and then FEM applied to numerical analysis are presented. The authors describe a generally accepted basic principles of finite element method for static and dynamic analysis of such structures. Next, this method is used to static analysis of different types of vaults: barrel, sex-partite and cloister ones. Such structures were barely discussed in detail because of the difficulties in applying the classical theory of line pressure for such a complex geometry. Keywords-computer analysis; finite element method; masonry shell structures

Computer Implementation for Analysis of Complex Masonry Shell Structures