BARSOTTI, RICCARDO
 Distribuzione geografica
Continente #
EU - Europa 1.349
AS - Asia 294
NA - Nord America 278
SA - Sud America 54
AF - Africa 4
Totale 1.979
Nazione #
IT - Italia 1.298
US - Stati Uniti d'America 268
SG - Singapore 117
CN - Cina 75
VN - Vietnam 63
BR - Brasile 40
FR - Francia 32
HK - Hong Kong 10
AR - Argentina 6
BD - Bangladesh 6
GB - Regno Unito 6
IQ - Iraq 6
TH - Thailandia 6
CA - Canada 5
FI - Finlandia 5
CO - Colombia 4
DE - Germania 4
CL - Cile 3
ID - Indonesia 3
IN - India 3
MX - Messico 3
PH - Filippine 2
ZA - Sudafrica 2
CH - Svizzera 1
CR - Costa Rica 1
ES - Italia 1
IL - Israele 1
JO - Giordania 1
KE - Kenya 1
MD - Moldavia 1
MR - Mauritania 1
PA - Panama 1
PE - Perù 1
SA - Arabia Saudita 1
SE - Svezia 1
Totale 1.979
Città #
Genoa 738
Genova 218
Rapallo 168
Vado Ligure 155
San Jose 53
Singapore 45
Lauterbourg 24
New York 23
Beijing 16
Ashburn 14
Ho Chi Minh City 14
Hanoi 12
Hong Kong 9
Haiphong 4
Helsinki 4
Leverkusen 4
Baghdad 3
Bangkok 3
Basingstoke 3
Chicago 3
Santa Clara 3
Santiago 3
Bari 2
Biên Hòa 2
Boca Raton 2
Buffalo 2
Cape Town 2
Da Nang 2
Fortaleza 2
Hat Yai 2
Houston 2
Llandrindod Wells 2
Los Angeles 2
Mexico City 2
Naples 2
Ninh Bình 2
Rome 2
Seattle 2
São Paulo 2
Turin 2
Winter Garden 2
Altus 1
Amelia 1
Amman 1
Américo Brasiliense 1
Aparecida de Goiânia 1
Apple Valley 1
Atlanta 1
Auburn 1
Barra do Piraí 1
Barranqueras 1
Baturité 1
Beaumont 1
Belleville 1
Belo Horizonte 1
Bentonville 1
Bologna 1
Brooklyn 1
Brumado 1
Buckeye 1
Burnsville 1
Bình Phước 1
Bắc Ninh 1
Campinas 1
Campo Largo 1
Can Tho 1
Carriere 1
Castro 1
Catalão 1
Catanduva 1
Cedral 1
Cerquilho 1
Chapecó 1
Chipley 1
City of London 1
Cleveland 1
Columbia 1
Comodoro Rivadavia 1
Contagem 1
Coppell 1
Cotia 1
Dallas 1
Decatur 1
Dhaka 1
Donaldsonville 1
Esperanza 1
Euclides da Cunha Paulista 1
Folsom 1
Fort Worth 1
Fredericksburg 1
Genoa City 1
Gilbert 1
Glendale 1
Granite 1
Gravataí 1
Greeley 1
Greenville 1
Guangzhou 1
Haifa 1
Harker Heights 1
Totale 1.616
Nome #
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 204
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 94
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 93
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 92
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 89
Influence of the wall shape on the collapse of arch-wall systems 88
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 87
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 80
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 74
Analysis of some historical sizing rules for arch-wall-piers systems 72
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 71
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 70
Load-bearing capacity of circular, pointed and elliptical masonry arches 69
Some remarks on historical sizing rules for arch-wall-piers systems 69
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 68
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 68
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 67
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 64
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 63
Non linear elastic analysis of masonry flat arches: some explicit solutions 61
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 58
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 57
SURVEY, EXPERIMENTAL TESTS AND MECHANICAL MODELING OF THE DOME OF PISA CATHEDRAL: A MULTIDISCIPLINARY STUDY 55
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 55
Some explicit solutions for Flat and Depressed Masonry Arches 54
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 46
Load-bearing capacity of circular and elliptical masonry arches 45
Totale 2.013
Categoria #
all - tutte 9.308
article - articoli 3.461
book - libri 0
conference - conferenze 5.255
curatela - curatele 0
other - altro 276
patent - brevetti 0
selected - selezionate 0
volume - volumi 316
Totale 18.616


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
2025/20261.044 73 29 99 195 89 66 113 18 36 124 180 22
Totale 2.013