CINECA IRIS Institutional Research Information System

BARSOTTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 7.848
EU - Europa 4.831
AS - Asia 4.020
SA - Sud America 502
AF - Africa 228
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 2
Totale 17.451
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Nazione #
US - Stati Uniti d'America 7.615
IT - Italia 2.339
SG - Singapore 1.358
CN - Cina 1.001
DE - Germania 755
HK - Hong Kong 702
BR - Brasile 416
SE - Svezia 326
BG - Bulgaria 306
VN - Vietnam 299
GB - Regno Unito 250
TR - Turchia 209
CA - Canada 195
FR - Francia 191
FI - Finlandia 142
RU - Federazione Russa 126
UA - Ucraina 120
IN - India 103
JP - Giappone 90
CI - Costa d'Avorio 79
CH - Svizzera 56
SN - Senegal 54
KR - Corea 44
BE - Belgio 41
BD - Bangladesh 38
IQ - Iraq 25
NL - Olanda 25
AR - Argentina 22
ID - Indonesia 22
SA - Arabia Saudita 20
AT - Austria 19
PK - Pakistan 19
ES - Italia 18
ZW - Zimbabwe 18
EC - Ecuador 17
MX - Messico 17
AU - Australia 16
NO - Norvegia 16
PL - Polonia 16
ZA - Sudafrica 15
CO - Colombia 14
MA - Marocco 14
HU - Ungheria 12
MY - Malesia 12
PT - Portogallo 12
AE - Emirati Arabi Uniti 11
IR - Iran 10
TN - Tunisia 10
IE - Irlanda 9
KE - Kenya 9
UZ - Uzbekistan 9
VE - Venezuela 9
DK - Danimarca 8
GR - Grecia 8
JO - Giordania 8
DZ - Algeria 7
LT - Lituania 7
RO - Romania 7
CL - Cile 6
NP - Nepal 6
PH - Filippine 6
PY - Paraguay 6
PE - Perù 5
UY - Uruguay 5
AZ - Azerbaigian 4
EG - Egitto 4
IL - Israele 4
RS - Serbia 4
TT - Trinidad e Tobago 4
BJ - Benin 3
CZ - Repubblica Ceca 3
KH - Cambogia 3
KZ - Kazakistan 3
LB - Libano 3
LI - Liechtenstein 3
NZ - Nuova Zelanda 3
PA - Panama 3
UG - Uganda 3
AL - Albania 2
BB - Barbados 2
BH - Bahrain 2
BS - Bahamas 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
EU - Europa 2
HR - Croazia 2
LY - Libia 2
MD - Moldavia 2
NG - Nigeria 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
BZ - Belize 1
CG - Congo 1
Totale 17.433
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Città #
Woodbridge 877
Singapore 763
Hong Kong 692
Ashburn 688
Santa Clara 592
Ann Arbor 543
Chandler 508
San Jose 443
Serra 416
Fairfield 414
Houston 380
Milan 372
Dallas 312
Sofia 280
Beijing 241
Shanghai 210
New York 188
Wilmington 169
Seattle 154
Boardman 152
Cambridge 147
Ottawa 145
Jacksonville 116
Princeton 111
Izmir 109
Lawrence 102
Los Angeles 99
Nanjing 89
Lauterbourg 87
Rome 87
Florence 84
Genova 84
Ho Chi Minh City 80
Abidjan 79
Tokyo 75
Pisa 68
Bremen 67
Des Moines 65
Medford 65
Hefei 61
Hanoi 57
Helsinki 57
Istanbul 56
Dakar 54
Lancaster 54
Redondo Beach 45
Buffalo 41
Livorno 40
Seoul 38
Dearborn 37
Marseille 35
Nanchang 34
Dong Ket 33
Ogden 31
Bern 28
Lucca 28
Orem 28
Redwood City 26
Tappahannock 26
Falls Church 25
Bologna 24
Boulder 24
Council Bluffs 24
Munich 22
São Paulo 22
Brussels 21
The Dalles 21
Washington 21
Columbus 20
Zurich 20
Changsha 19
Frankfurt am Main 19
Cagliari 18
Harare 18
Jüchen 18
Paris 17
Shenyang 17
Kunming 16
Norwalk 16
Rio de Janeiro 16
Atlanta 14
San Giuliano Terme 14
Genoa 13
Hebei 13
Oslo 13
San Diego 13
Vienna 13
Ostend 12
Chennai 11
Düsseldorf 11
Jeddah 11
London 11
Toronto 11
Camogli 10
Fuzhou 10
Hangzhou 10
Indiana 10
Manchester 10
Pistoia 10
Abbiategrasso 9
Totale 11.609
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 397
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 315
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 292
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 263
Equilibrium shapes of inflated inextensible membranes 249
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 244
Static response of elastic inflated wrinkled membranes 233
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 231
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 228
A non-destructive technique for the determination of mortar load capacity in situ 216
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 214
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 203
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 201
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 199
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 199
Wrinkling of orthotropic membranes: an analysis by the polar method 195
Collapse of masonry arches in Romanesque and Gothic constructions 190
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 190
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 187
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 186
null 184
Numerical analysis of partly wrinkled cylindrical inflated beams under bending and shear 183
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 178
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 178
Shear deformations in inflated cylindrical beams: An old model revisited 177
Sistema costruttivo di tipo composto per edifici parcheggio con struttura a telaio 176
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 175
Stress Distributions in Partly Wrinkled Anisotropic Membranes 174
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 173
Influence of the wall shape on the collapse of arch-wall systems 173
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 170
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 170
Inflation of elastic membranes in contact with rigid or deformable surfaces 169
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 169
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 168
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 168
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 167
Load-bearing capacity of circular, pointed and elliptical masonry arches 164
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 163
Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge 162
ON THE STRAIGHT-HELICOID TO SPIRAL-RIBBON TRANSITION IN THIN ELASTIC RIBBONS 162
Non linear elastic analysis of masonry flat arches: some explicit solutions 161
Geometrical Discontinuities in Partly Wrinkled Anisotropic Membranes 159
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 159
Equilibrium configurations of inflated inextensible membranes 158
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 157
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 156
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 151
Membrane wrinkling and smart cable nets 151
Exact optimal flexural design of laminates 150
Shear deformations in inflated cylindrical beams: An old model revisited 149
Some explicit solutions for Flat and Depressed Masonry Arches 148
A Numerical Algorithm for Large Displacement Analysis of Wrinkled Inextensible Membranes 148
Analysis of some historical sizing rules for arch-wall-piers systems 148
Ricerca progettuale per edifici-parcheggio con struttura mista a telaio 146
Some remarks on historical sizing rules for arch-wall-piers systems 145
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 145
Load-bearing capacity of circular and elliptical masonry arches 143
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 143
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 143
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 143
Shape optimization of stiffened plate girders via the configurational forces method 142
Crack patterns in masonry infilled RC frames under horizontal loading 142
Equilibrium Shapes of Inflated Elastic Membranes 140
An accurate wrinkled membrane model for analysing the post-critical behaviour of stiffened plate-girders 138
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 138
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 137
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 137
null 135
The Post-critical Response of Metal Stiffened Plate Girders 132
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 131
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 130
Non-linear analysis of unreinforced masonry buildings under horizontal loads 129
The Postbuckling Behaviour of Metallic Stiffened Plate Girders 128
The Web Bridge 126
Optimum radii of circular masonry arches 126
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 126
Mechanical Behaviour of Masonry Panels under In-Plane Loads 125
Pressurized membranes for structural use: interaction between local effects and global response 123
A non-linear elastic model for fiber-reinforced masonry and concrete arches 123
Studio delle interazioni tra una cupola geodetica sferica e un reticolo solidale di travi membranali 119
Single-Layer Spherical Geodesic Domes Interacting with a Network of Inflatable Beams 116
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 116
Comportamento non lineare di archi in muratura 115
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 115
In-plane shear compression tests on Timber-Framed Pisé panels 110
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 110
null 109
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 109
Optimal Suspended-Bridge Design Deduced from Natural Wrinkling of Membranes 106
L'insegnamento della scienza delle costruzioni in Italia 106
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 106
Membrane elastiche sottili fortemente pressurizzate 104
Analisi del corrugamento di membrane ortotrope: un’applicazione del metodo polare 104
Dispositivo di prova per materiali da costruzione 104
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 104
Sul comportamento in fase II di telai in C.A. con tamponamento in muratura soggetti a carichi orizzontali 103
Non-linear analysis and collapse of masonry arches 102
Determinazione in situ della capacità portante della malta 101
Sul comportamento limite di pannelli in muratura soggetti a compressione e taglio 99
Totale 15.904
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Categoria #
all - tutte 44.870
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 44.870
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021145 0 0 0 0 0 0 0 0 0 0 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
2025/20263.423 226 416 391 216 367 340 606 181 233 388 59 0
Totale 17.641