BARSOTTI, RICCARDO
 Distribuzione geografica
Continente #
EU - Europa 1.280
SA - Sud America 34
AS - Asia 16
NA - Nord America 2
Totale 1.332
Nazione #
IT - Italia 1.279
BR - Brasile 30
VN - Vietnam 15
CO - Colombia 2
AR - Argentina 1
BD - Bangladesh 1
MX - Messico 1
PA - Panama 1
PE - Perù 1
SE - Svezia 1
Totale 1.332
Città #
Genoa 738
Genova 218
Rapallo 168
Vado Ligure 155
Hanoi 6
Biên Hòa 2
Ho Chi Minh City 2
São Paulo 2
Américo Brasiliense 1
Aparecida de Goiânia 1
Barra do Piraí 1
Belo Horizonte 1
Brumado 1
Campinas 1
Campo Largo 1
Catanduva 1
Cedral 1
Cerquilho 1
Dhaka 1
Euclides da Cunha Paulista 1
Fortaleza 1
Gravataí 1
Hải Dương 1
Iporá 1
Itaituba 1
Itapema 1
Juazeiro do Norte 1
Lima 1
Monte Mor 1
Panama City 1
Pedras de Fogo 1
Phủ Lý 1
Porto Alegre 1
Quận Bình Thạnh 1
San Justo 1
Santiago de Cali 1
Santo André 1
Santos Dumont 1
Senhor do Bonfim 1
Suzano 1
São Bernardo do Campo 1
São José 1
São Leopoldo 1
São Vicente 1
Taminango 1
Xochimilco 1
Totale 1.329
Nome #
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 76
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 75
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 71
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 71
Influence of the wall shape on the collapse of arch-wall systems 67
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 66
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 65
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 59
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 54
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 53
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 53
Some remarks on historical sizing rules for arch-wall-piers systems 51
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 51
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 49
Analysis of some historical sizing rules for arch-wall-piers systems 48
Non linear elastic analysis of masonry flat arches: some explicit solutions 47
Load-bearing capacity of circular, pointed and elliptical masonry arches 46
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 43
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 43
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 42
Some explicit solutions for Flat and Depressed Masonry Arches 40
SURVEY, EXPERIMENTAL TESTS AND MECHANICAL MODELING OF THE DOME OF PISA CATHEDRAL: A MULTIDISCIPLINARY STUDY 37
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 36
Load-bearing capacity of circular and elliptical masonry arches 35
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 33
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 32
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 22
Totale 1.365
Categoria #
all - tutte 7.853
article - articoli 2.919
book - libri 0
conference - conferenze 4.450
curatela - curatele 0
other - altro 225
patent - brevetti 0
selected - selezionate 0
volume - volumi 259
Totale 15.706


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022245 1 87 0 0 1 0 17 65 1 26 7 40
2022/2023226 32 2 13 4 16 17 0 16 43 16 62 5
2023/202497 8 13 2 27 6 0 2 4 4 0 2 29
2024/2025401 1 32 10 3 64 48 33 75 27 35 42 31
2025/2026396 73 29 99 195 0 0 0 0 0 0 0 0
Totale 1.365