The aim of this paper is to give an overview of the main analytical and numerical methods for the assessment of masonry arches , highlighting strengths and weaknesses. The methods are mainly three: i) the Thrust Line Analysis Method; ii) the Mechanism Method; iii) the Finite Element Method. The Thrust Line Analysis Method and the Mechanism Method are analytical methods and are based on two of the fundamental theorems of the Plastic Analysis, while the Finite Element Method is a numerical method that uses different strategies of discretization to analyze these structure
The Chapter revisits classic analytical approaches based on equilibrium and admissibility to assess ...
The aim of this paper is to give an overview of the two frequently used methods for the assessment...
International audienceThe aim of the research presented here was to build an assessment method for m...
The aim of this paper is to give an overview of the main analytical and numerical methods for the a...
The aim of this paper is to give an overview of the main analytical and numerical methods for the as...
The aim of this paper is to compare each other the main analytical and numerical methods for the ass...
In this paper, a numerical method for assessing the safety of masonry arches is presented. The caten...
The objective of the research programme has been to investigate the problems besetting the national ...
The paper concisely reviews the available numerical methods to analyze masonry vaults up to collapse...
The paper deals with the analysis of masonry arches. The differential equation defining the line of ...
Following Méry’s thrust line approach, this paper presents an alternative method to define the struc...
In this paper, a simplified procedure for assessing the seismic capacity of masonryarches is propos...
This paper incorporates both analytical and experimental investigations of the nonlinear behavior of...
Recent advances in masonry arch bridges, substantiated by extensive testing programs in Europe and U...
The mechanical response of masonry bridges is still only partially known. Recent tests on reduced sc...
The Chapter revisits classic analytical approaches based on equilibrium and admissibility to assess ...
The aim of this paper is to give an overview of the two frequently used methods for the assessment...
International audienceThe aim of the research presented here was to build an assessment method for m...
The aim of this paper is to give an overview of the main analytical and numerical methods for the a...
The aim of this paper is to give an overview of the main analytical and numerical methods for the as...
The aim of this paper is to compare each other the main analytical and numerical methods for the ass...
In this paper, a numerical method for assessing the safety of masonry arches is presented. The caten...
The objective of the research programme has been to investigate the problems besetting the national ...
The paper concisely reviews the available numerical methods to analyze masonry vaults up to collapse...
The paper deals with the analysis of masonry arches. The differential equation defining the line of ...
Following Méry’s thrust line approach, this paper presents an alternative method to define the struc...
In this paper, a simplified procedure for assessing the seismic capacity of masonryarches is propos...
This paper incorporates both analytical and experimental investigations of the nonlinear behavior of...
Recent advances in masonry arch bridges, substantiated by extensive testing programs in Europe and U...
The mechanical response of masonry bridges is still only partially known. Recent tests on reduced sc...
The Chapter revisits classic analytical approaches based on equilibrium and admissibility to assess ...
The aim of this paper is to give an overview of the two frequently used methods for the assessment...
International audienceThe aim of the research presented here was to build an assessment method for m...