CINECA IRIS Institutional Research Information System

BARSOTTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 7.218
EU - Europa 4.582
AS - Asia 3.513
SA - Sud America 455
AF - Africa 203
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 2
Totale 15.993
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Nazione #
US - Stati Uniti d'America 6.999
IT - Italia 2.290
SG - Singapore 1.219
CN - Cina 963
DE - Germania 741
HK - Hong Kong 694
BR - Brasile 389
SE - Svezia 326
BG - Bulgaria 306
GB - Regno Unito 228
TR - Turchia 195
CA - Canada 188
VN - Vietnam 136
RU - Federazione Russa 124
FI - Finlandia 119
UA - Ucraina 117
FR - Francia 91
CI - Costa d'Avorio 79
IN - India 71
SN - Senegal 54
KR - Corea 44
BE - Belgio 41
CH - Svizzera 40
JP - Giappone 29
BD - Bangladesh 28
AT - Austria 19
ID - Indonesia 19
IQ - Iraq 18
NL - Olanda 18
ZW - Zimbabwe 18
AU - Australia 16
EC - Ecuador 16
NO - Norvegia 16
PL - Polonia 16
SA - Arabia Saudita 16
AR - Argentina 15
MX - Messico 15
ES - Italia 14
HU - Ungheria 12
AE - Emirati Arabi Uniti 11
CO - Colombia 11
MA - Marocco 11
PK - Pakistan 11
PT - Portogallo 11
ZA - Sudafrica 11
IR - Iran 10
VE - Venezuela 9
DK - Danimarca 8
GR - Grecia 8
IE - Irlanda 8
MY - Malesia 8
JO - Giordania 7
KE - Kenya 7
LT - Lituania 7
RO - Romania 7
UY - Uruguay 5
UZ - Uzbekistan 5
DZ - Algeria 4
IL - Israele 4
NP - Nepal 4
PH - Filippine 4
PY - Paraguay 4
TN - Tunisia 4
TT - Trinidad e Tobago 4
BJ - Benin 3
CL - Cile 3
CZ - Repubblica Ceca 3
EG - Egitto 3
NZ - Nuova Zelanda 3
PE - Perù 3
RS - Serbia 3
BH - Bahrain 2
BS - Bahamas 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
EU - Europa 2
HR - Croazia 2
KH - Cambogia 2
KZ - Kazakistan 2
LB - Libano 2
SV - El Salvador 2
UG - Uganda 2
AL - Albania 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BN - Brunei Darussalam 1
BW - Botswana 1
BY - Bielorussia 1
BZ - Belize 1
CY - Cipro 1
ET - Etiopia 1
KW - Kuwait 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
MW - Malawi 1
NC - Nuova Caledonia 1
NG - Nigeria 1
OM - Oman 1
Totale 15.983
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Città #
Woodbridge 877
Hong Kong 685
Singapore 681
Ashburn 638
Santa Clara 584
Ann Arbor 543
Chandler 508
Serra 416
Fairfield 414
Houston 378
Milan 364
Dallas 309
Sofia 280
Beijing 237
Shanghai 209
New York 179
Wilmington 169
Seattle 154
Boardman 152
Cambridge 147
Ottawa 145
Jacksonville 116
Princeton 111
Izmir 109
Lawrence 102
Los Angeles 92
Nanjing 89
Genova 84
Rome 84
Abidjan 79
Florence 79
Bremen 67
Medford 65
Pisa 65
Des Moines 63
Hefei 61
Dakar 54
Lancaster 54
Istanbul 53
Redondo Beach 45
Buffalo 41
Livorno 40
Seoul 38
Dearborn 37
Helsinki 34
Marseille 34
Nanchang 34
Dong Ket 33
Ogden 31
San Jose 29
Bern 28
Lucca 27
Redwood City 26
Tappahannock 26
Falls Church 25
Bologna 24
Boulder 24
Ho Chi Minh City 23
Council Bluffs 22
Munich 22
Brussels 21
The Dalles 21
Washington 21
São Paulo 20
Changsha 19
Columbus 19
Cagliari 18
Harare 18
Jüchen 18
Hanoi 17
Shenyang 17
Kunming 16
Norwalk 15
Paris 15
Tokyo 15
Rio de Janeiro 14
San Giuliano Terme 14
Genoa 13
Hebei 13
Oslo 13
San Diego 13
Vienna 13
Frankfurt am Main 12
Ostend 12
Düsseldorf 11
London 11
Toronto 11
Camogli 10
Fuzhou 10
Indiana 10
Pistoia 10
Abbiategrasso 9
Atlanta 9
Curitiba 9
Jeddah 9
Jinan 9
Pontedera 9
Auburn Hills 8
Budapest 8
Escalaplano 8
Totale 10.677
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 387
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 288
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 268
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 243
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 235
Equilibrium shapes of inflated inextensible membranes 234
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 223
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 218
Static response of elastic inflated wrinkled membranes 218
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 203
A non-destructive technique for the determination of mortar load capacity in situ 202
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 191
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 190
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 187
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 186
null 184
Wrinkling of orthotropic membranes: an analysis by the polar method 182
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 182
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 177
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 174
Shear deformations in inflated cylindrical beams: An old model revisited 170
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 170
Numerical analysis of partly wrinkled cylindrical inflated beams under bending and shear 169
Influence of the wall shape on the collapse of arch-wall systems 169
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 168
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 168
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 168
Collapse of masonry arches in Romanesque and Gothic constructions 165
Sistema costruttivo di tipo composto per edifici parcheggio con struttura a telaio 161
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 161
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 160
Inflation of elastic membranes in contact with rigid or deformable surfaces 160
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 160
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 156
Load-bearing capacity of circular, pointed and elliptical masonry arches 155
ON THE STRAIGHT-HELICOID TO SPIRAL-RIBBON TRANSITION IN THIN ELASTIC RIBBONS 154
Stress Distributions in Partly Wrinkled Anisotropic Membranes 152
Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge 152
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 151
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 147
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 147
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 146
Non linear elastic analysis of masonry flat arches: some explicit solutions 144
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 144
Some explicit solutions for Flat and Depressed Masonry Arches 143
Geometrical Discontinuities in Partly Wrinkled Anisotropic Membranes 143
Exact optimal flexural design of laminates 142
Analysis of some historical sizing rules for arch-wall-piers systems 142
Equilibrium configurations of inflated inextensible membranes 141
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 140
Shear deformations in inflated cylindrical beams: An old model revisited 140
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 138
A Numerical Algorithm for Large Displacement Analysis of Wrinkled Inextensible Membranes 137
Membrane wrinkling and smart cable nets 136
Load-bearing capacity of circular and elliptical masonry arches 135
null 135
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 135
Ricerca progettuale per edifici-parcheggio con struttura mista a telaio 133
Crack patterns in masonry infilled RC frames under horizontal loading 132
An accurate wrinkled membrane model for analysing the post-critical behaviour of stiffened plate-girders 131
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 131
Some remarks on historical sizing rules for arch-wall-piers systems 131
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 130
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 127
Shape optimization of stiffened plate girders via the configurational forces method 126
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 126
Equilibrium Shapes of Inflated Elastic Membranes 123
The Web Bridge 122
The Post-critical Response of Metal Stiffened Plate Girders 121
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 121
Non-linear analysis of unreinforced masonry buildings under horizontal loads 120
Optimum radii of circular masonry arches 119
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 119
Mechanical Behaviour of Masonry Panels under In-Plane Loads 114
The Postbuckling Behaviour of Metallic Stiffened Plate Girders 114
A non-linear elastic model for fiber-reinforced masonry and concrete arches 114
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 114
Pressurized membranes for structural use: interaction between local effects and global response 113
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 113
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 111
Comportamento non lineare di archi in muratura 109
null 109
Studio delle interazioni tra una cupola geodetica sferica e un reticolo solidale di travi membranali 107
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 107
In-plane shear compression tests on Timber-Framed Pisé panels 102
Single-Layer Spherical Geodesic Domes Interacting with a Network of Inflatable Beams 101
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 100
Analisi del corrugamento di membrane ortotrope: un’applicazione del metodo polare 99
L'insegnamento della scienza delle costruzioni in Italia 98
Dispositivo di prova per materiali da costruzione 97
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 97
Membrane elastiche sottili fortemente pressurizzate 95
Optimal Suspended-Bridge Design Deduced from Natural Wrinkling of Membranes 95
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 95
Sul comportamento limite di pannelli in muratura soggetti a compressione e taglio 92
Sul comportamento in fase II di telai in C.A. con tamponamento in muratura soggetti a carichi orizzontali 91
Determinazione in situ della capacità portante della malta 91
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 90
Non-linear analysis and collapse of masonry arches 89
Restauro e rifunzionalizzazione del nuovo Mercato delle Vettovaglie (1890 - 1894) in Livorno 88
Totale 14.733
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Categoria #
all - tutte 42.031
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 42.031
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021439 0 0 0 0 0 0 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
2024/20253.552 49 175 49 182 466 486 199 179 299 462 327 679
2025/20261.965 226 416 391 216 367 340 9 0 0 0 0 0
Totale 16.183