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Heyman's Safe Theorem is the theoretical basis for several calculation methods in masonry analysis.
Both analytical methods have been adapted from masonry analysis to take into account the limited compressive strength of rammed earth to better predict the rammed earth arch's behavior and can be generalized to any material without tensile strength.
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In the paper a approach for dealing with masonry vault analysis is outlined, based on the selection of membrane stress surfaces obeying equilibrium and masonry material admissibility at the meanwhile.
A masonry mechanical behaviour analysis and numerical simulation of the masonry ageing phenomenon will also be addressed by means of an experimental design to study the influence of masonry block physical properties on the mechanical behaviour of masonry structures in old tunnels.
This paper performs a 3-dimensional dynamic response and damage analysis of masonry and masonry infilled RC frame structures to blast induced ground excitations.
Return to Analysis of Masonry Domes HomePage.
Graphical Analysis of Masonry Dome Structure based on the Membrane Theory (Wolfe 1921).
Special emphasis was placed on the analysis of masonry techniques in the 16th and 17th century.
This paper deals with the nonlinear analysis of masonry walls loaded in their plane.
This paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis.
In this paper, a two-dimensional discrete coupled hygro-mechanical model for the multiscale analysis of masonry structures is presented.
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