BARSOTTI, RICCARDO
BARSOTTI, RICCARDO
100026 - Dipartimento di Ingegneria navale, elettrica, elettronica e delle telecomunicazioni
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL
2017-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano; Caroti, Gabriella; Piemonte, Andrea
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES
2017-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method
2019-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD
2019-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis
2015-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A TRAPEZOIDAL PLAN SAIL VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE LIVORNO FORTEZZA VECCHIA: FROM HISTORICAL INVESTIGATIONS TO AN ANALYSIS OF ITS STRUCTURAL BEHAVIOUR
2019-01-01 Bennati, Stefano; Aita, Danila; Barsotti, Riccardo; Piemonte, Andrea; Ulivieri, Denise; Barsi, Francesco; Leonardo, Batini
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method
2017-01-01 Barsotti, Riccardo; Aita, Danila; Bennati, Stefano
Analysis of some historical sizing rules for arch-wall-piers systems
2016-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes
2020-01-01 Aita, D.; Barsotti, R.; Bennati, S.
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD
2020-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls
2012-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model
2017-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems
2017-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Influence of the wall shape on the collapse of arch-wall systems
2016-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Load-bearing capacity of circular and elliptical masonry arches
2007-01-01 Aita, D.; Barsotti, R.; Bennati, S.
Load-bearing capacity of circular, pointed and elliptical masonry arches
2009-01-01 Aita, D; Barsotti, R; Bennati, S
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method
2019-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Non linear elastic analysis of masonry flat arches: some explicit solutions
2011-01-01 Aita, D.; Barsotti, R.; Bennati, S.
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches
2015-01-01 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Some explicit solutions for Flat and Depressed Masonry Arches
2003-01-01 Aita, D; Barsotti, R; Bennati, S; Foce, F