CINECA IRIS Institutional Research Information System

BARSOTTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 6.392
EU - Europa 4.389
AS - Asia 2.009
SA - Sud America 210
AF - Africa 168
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 2
Totale 13.187
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Nazione #
US - Stati Uniti d'America 6.217
IT - Italia 2.215
CN - Cina 762
DE - Germania 722
SG - Singapore 685
SE - Svezia 321
BG - Bulgaria 305
HK - Hong Kong 206
GB - Regno Unito 200
BR - Brasile 198
TR - Turchia 186
CA - Canada 168
UA - Ucraina 116
RU - Federazione Russa 115
FI - Finlandia 111
CI - Costa d'Avorio 78
FR - Francia 77
VN - Vietnam 77
SN - Senegal 53
BE - Belgio 40
CH - Svizzera 40
IN - India 36
ZW - Zimbabwe 18
AT - Austria 17
NL - Olanda 16
NO - Norvegia 16
AU - Australia 14
JP - Giappone 11
PL - Polonia 11
ES - Italia 9
DK - Danimarca 8
GR - Grecia 8
PT - Portogallo 8
HU - Ungheria 7
IR - Iran 7
RO - Romania 7
LT - Lituania 6
AE - Emirati Arabi Uniti 5
CO - Colombia 5
IQ - Iraq 5
MA - Marocco 5
MX - Messico 5
IE - Irlanda 4
JO - Giordania 4
ID - Indonesia 3
KE - Kenya 3
KR - Corea 3
MY - Malesia 3
NZ - Nuova Zelanda 3
PH - Filippine 3
SA - Arabia Saudita 3
AR - Argentina 2
BD - Bangladesh 2
BJ - Benin 2
CZ - Repubblica Ceca 2
EC - Ecuador 2
EU - Europa 2
HR - Croazia 2
RS - Serbia 2
UG - Uganda 2
UY - Uruguay 2
ZA - Sudafrica 2
BH - Bahrain 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
DZ - Algeria 1
IL - Israele 1
KH - Cambogia 1
KZ - Kazakistan 1
MD - Moldavia 1
MW - Malawi 1
NG - Nigeria 1
PK - Pakistan 1
SC - Seychelles 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
TN - Tunisia 1
TW - Taiwan 1
UZ - Uzbekistan 1
VE - Venezuela 1
Totale 13.187
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Città #
Woodbridge 877
Santa Clara 579
Ann Arbor 543
Ashburn 532
Chandler 508
Serra 415
Fairfield 414
Houston 374
Singapore 364
Milan 363
Sofia 280
Shanghai 208
Hong Kong 198
Beijing 197
Wilmington 169
New York 166
Boardman 152
Seattle 149
Cambridge 147
Ottawa 145
Jacksonville 116
Princeton 111
Izmir 108
Lawrence 102
Nanjing 89
Genova 84
Rome 82
Abidjan 78
Bremen 67
Medford 65
Florence 64
Des Moines 62
Pisa 56
Dakar 53
Lancaster 53
Istanbul 52
Livorno 39
Dearborn 37
Marseille 34
Nanchang 34
Dong Ket 33
Helsinki 33
Ogden 31
Bern 28
Redwood City 26
Tappahannock 26
Falls Church 25
Bologna 24
Boulder 24
Lucca 23
Brussels 21
Dallas 21
The Dalles 21
Washington 21
Council Bluffs 20
Cagliari 18
Changsha 18
Harare 18
Jüchen 18
Shenyang 17
Kunming 15
Norwalk 15
Los Angeles 14
Hebei 13
Oslo 13
San Diego 13
Genoa 12
Ostend 12
Vienna 12
Düsseldorf 11
Hefei 11
Camogli 10
Frankfurt am Main 10
Fuzhou 10
Indiana 10
Paris 10
Pistoia 10
Abbiategrasso 9
Pontedera 9
Toronto 9
Auburn Hills 8
Escalaplano 8
Jinan 8
Massa 8
Mersin 8
Siena 8
Altopascio 7
Jiaxing 7
Napoli 7
Pescara 7
Rapallo 7
Rio de Janeiro 7
Selargius 7
Tianjin 7
Zoagli 7
Chengdu 6
Falkenstein 6
Hangzhou 6
Lacchiarella 6
Munich 6
Totale 9.001
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 366
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 250
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 242
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 215
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 215
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 208
Equilibrium shapes of inflated inextensible membranes 204
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 204
Static response of elastic inflated wrinkled membranes 191
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 185
null 184
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 178
A non-destructive technique for the determination of mortar load capacity in situ 176
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 174
Wrinkling of orthotropic membranes: an analysis by the polar method 168
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 163
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 162
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 162
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 154
Influence of the wall shape on the collapse of arch-wall systems 153
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 151
Shear deformations in inflated cylindrical beams: An old model revisited 151
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 149
Collapse of masonry arches in Romanesque and Gothic constructions 148
Numerical analysis of partly wrinkled cylindrical inflated beams under bending and shear 145
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 144
Inflation of elastic membranes in contact with rigid or deformable surfaces 141
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 140
Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge 139
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 139
Load-bearing capacity of circular, pointed and elliptical masonry arches 138
null 135
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 135
Non linear elastic analysis of masonry flat arches: some explicit solutions 132
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 131
Some explicit solutions for Flat and Depressed Masonry Arches 129
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 128
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 128
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 127
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 127
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 126
Exact optimal flexural design of laminates 126
Analysis of some historical sizing rules for arch-wall-piers systems 126
Stress Distributions in Partly Wrinkled Anisotropic Membranes 124
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 122
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 121
Shear deformations in inflated cylindrical beams: An old model revisited 121
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 120
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 118
Equilibrium configurations of inflated inextensible membranes 117
Geometrical Discontinuities in Partly Wrinkled Anisotropic Membranes 117
Sistema costruttivo di tipo composto per edifici parcheggio con struttura a telaio 116
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 115
ON THE STRAIGHT-HELICOID TO SPIRAL-RIBBON TRANSITION IN THIN ELASTIC RIBBONS 115
Some remarks on historical sizing rules for arch-wall-piers systems 114
Membrane wrinkling and smart cable nets 111
Crack patterns in masonry infilled RC frames under horizontal loading 111
Load-bearing capacity of circular and elliptical masonry arches 111
A Numerical Algorithm for Large Displacement Analysis of Wrinkled Inextensible Membranes 110
null 109
Ricerca progettuale per edifici-parcheggio con struttura mista a telaio 107
An accurate wrinkled membrane model for analysing the post-critical behaviour of stiffened plate-girders 107
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 106
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 106
Shape optimization of stiffened plate girders via the configurational forces method 105
Mechanical Behaviour of Masonry Panels under In-Plane Loads 104
Equilibrium Shapes of Inflated Elastic Membranes 104
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 104
Optimum radii of circular masonry arches 103
A non-linear elastic model for fiber-reinforced masonry and concrete arches 100
The Web Bridge 99
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 98
Non-linear analysis of unreinforced masonry buildings under horizontal loads 97
Pressurized membranes for structural use: interaction between local effects and global response 96
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 94
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 94
The Post-critical Response of Metal Stiffened Plate Girders 93
Comportamento non lineare di archi in muratura 92
Studio delle interazioni tra una cupola geodetica sferica e un reticolo solidale di travi membranali 88
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 87
null 87
L'insegnamento della scienza delle costruzioni in Italia 86
Dispositivo di prova per materiali da costruzione 84
The Postbuckling Behaviour of Metallic Stiffened Plate Girders 82
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 82
Single-Layer Spherical Geodesic Domes Interacting with a Network of Inflatable Beams 81
In-plane shear compression tests on Timber-Framed Pisé panels 81
Non-linear analysis and collapse of masonry arches 79
Sul comportamento limite di pannelli in muratura soggetti a compressione e taglio 78
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 78
Analisi del corrugamento di membrane ortotrope: un’applicazione del metodo polare 77
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 77
Restauro e rifunzionalizzazione del nuovo Mercato delle Vettovaglie (1890 - 1894) in Livorno 76
Optimal Suspended-Bridge Design Deduced from Natural Wrinkling of Membranes 76
Membrane elastiche sottili fortemente pressurizzate 75
Determinazione in situ della capacità portante della malta 72
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 72
null 71
Membrane in pressione per usi strutturali: interazione tra effetti locali e risposta globale 68
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 68
Totale 12.595
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Categoria #
all - tutte 34.181
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 34.181
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020264 0 0 0 0 0 0 0 0 0 0 223 41
2020/2021824 108 60 70 39 75 33 60 85 67 82 44 101
2021/20221.115 47 114 38 52 202 171 39 62 39 27 55 269
2022/20231.608 149 150 102 213 161 213 12 132 353 22 76 25
2023/20241.262 137 144 197 89 198 208 41 31 24 28 46 119
2024/20252.702 49 175 49 182 466 486 199 179 299 462 156 0
Totale 13.368