CINECA IRIS Institutional Research Information System

BARSOTTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 8.118
EU - Europa 4.890
AS - Asia 4.028
SA - Sud America 514
AF - Africa 228
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 2
Totale 17.800
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Nazione #
US - Stati Uniti d'America 7.875
IT - Italia 2.392
SG - Singapore 1.363
CN - Cina 1.004
DE - Germania 755
HK - Hong Kong 702
BR - Brasile 425
SE - Svezia 327
BG - Bulgaria 306
VN - Vietnam 299
GB - Regno Unito 250
TR - Turchia 209
CA - Canada 200
FR - Francia 192
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
HU - Ungheria 16
NO - Norvegia 16
PL - Polonia 16
CO - Colombia 15
ZA - Sudafrica 15
MA - Marocco 14
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
PY - Paraguay 7
RO - Romania 7
CL - Cile 6
NP - Nepal 6
PE - Perù 6
PH - Filippine 6
UY - Uruguay 5
AZ - Azerbaigian 4
EG - Egitto 4
IL - Israele 4
JM - Giamaica 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
Totale 17.780
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Città #
Woodbridge 877
Singapore 764
Ashburn 723
Hong Kong 692
Santa Clara 598
Ann Arbor 543
Chandler 508
San Jose 474
Serra 416
Fairfield 414
Milan 384
Houston 382
Dallas 318
Sofia 280
Beijing 242
Shanghai 211
New York 194
Wilmington 169
Seattle 154
Boardman 153
Cambridge 147
Ottawa 145
Jacksonville 117
Princeton 111
Izmir 109
Los Angeles 103
Lawrence 102
Rome 95
Council Bluffs 89
Nanjing 89
Florence 88
Lauterbourg 87
Genova 84
Ho Chi Minh City 80
Abidjan 79
Tokyo 75
Pisa 71
Bremen 67
Des Moines 65
Medford 65
Hefei 61
Hanoi 57
Helsinki 57
Istanbul 56
Dakar 54
Lancaster 54
Buffalo 48
Redondo Beach 45
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
São Paulo 25
Bologna 24
Boulder 24
Columbus 23
The Dalles 23
Munich 22
Brussels 21
Washington 21
Zurich 20
Changsha 19
Frankfurt am Main 19
Cagliari 18
Harare 18
Jüchen 18
Paris 17
Shenyang 17
Atlanta 16
Kunming 16
Norwalk 16
Rio de Janeiro 16
San Giuliano Terme 15
Toronto 14
Genoa 13
Hebei 13
Oslo 13
Pontedera 13
San Diego 13
Vienna 13
Ostend 12
Pistoia 12
Brooklyn 11
Chennai 11
Düsseldorf 11
Jeddah 11
London 11
Phoenix 11
Camogli 10
Fuzhou 10
Hangzhou 10
Totale 11.825
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 400
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 320
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 298
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 270
Equilibrium shapes of inflated inextensible membranes 253
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 244
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 234
Static response of elastic inflated wrinkled membranes 233
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 230
A non-destructive technique for the determination of mortar load capacity in situ 223
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 216
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 208
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 205
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 200
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 200
Wrinkling of orthotropic membranes: an analysis by the polar method 198
Collapse of masonry arches in Romanesque and Gothic constructions 194
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 194
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 189
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 187
Numerical analysis of partly wrinkled cylindrical inflated beams under bending and shear 185
null 184
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 181
Sistema costruttivo di tipo composto per edifici parcheggio con struttura a telaio 179
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 179
Shear deformations in inflated cylindrical beams: An old model revisited 178
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 177
Stress Distributions in Partly Wrinkled Anisotropic Membranes 176
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 175
Influence of the wall shape on the collapse of arch-wall systems 174
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 173
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 173
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 172
Inflation of elastic membranes in contact with rigid or deformable surfaces 170
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 170
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 169
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
Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge 165
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 165
Load-bearing capacity of circular, pointed and elliptical masonry arches 164
Geometrical Discontinuities in Partly Wrinkled Anisotropic Membranes 163
ON THE STRAIGHT-HELICOID TO SPIRAL-RIBBON TRANSITION IN THIN ELASTIC RIBBONS 163
Non linear elastic analysis of masonry flat arches: some explicit solutions 161
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 158
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 158
Exact optimal flexural design of laminates 153
Ricerca progettuale per edifici-parcheggio con struttura mista a telaio 152
Membrane wrinkling and smart cable nets 152
Shear deformations in inflated cylindrical beams: An old model revisited 152
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 151
Some explicit solutions for Flat and Depressed Masonry Arches 149
A Numerical Algorithm for Large Displacement Analysis of Wrinkled Inextensible Membranes 149
Analysis of some historical sizing rules for arch-wall-piers systems 149
Some remarks on historical sizing rules for arch-wall-piers systems 147
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 147
Load-bearing capacity of circular and elliptical masonry arches 146
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 145
Crack patterns in masonry infilled RC frames under horizontal loading 144
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 144
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 144
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 143
Shape optimization of stiffened plate girders via the configurational forces method 142
Equilibrium Shapes of Inflated Elastic Membranes 141
An accurate wrinkled membrane model for analysing the post-critical behaviour of stiffened plate-girders 141
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 138
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
Non-linear analysis of unreinforced masonry buildings under horizontal loads 132
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 132
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 132
The Postbuckling Behaviour of Metallic Stiffened Plate Girders 129
Optimum radii of circular masonry arches 129
The Web Bridge 128
Mechanical Behaviour of Masonry Panels under In-Plane Loads 127
Pressurized membranes for structural use: interaction between local effects and global response 126
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 126
A non-linear elastic model for fiber-reinforced masonry and concrete arches 125
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 124
Studio delle interazioni tra una cupola geodetica sferica e un reticolo solidale di travi membranali 120
Comportamento non lineare di archi in muratura 118
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 118
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 118
Single-Layer Spherical Geodesic Domes Interacting with a Network of Inflatable Beams 117
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 112
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 111
In-plane shear compression tests on Timber-Framed Pisé panels 110
Optimal Suspended-Bridge Design Deduced from Natural Wrinkling of Membranes 109
null 109
Membrane elastiche sottili fortemente pressurizzate 106
L'insegnamento della scienza delle costruzioni in Italia 106
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 106
Sul comportamento in fase II di telai in C.A. con tamponamento in muratura soggetti a carichi orizzontali 105
Analisi del corrugamento di membrane ortotrope: un’applicazione del metodo polare 104
Dispositivo di prova per materiali da costruzione 104
Non-Linear Dynamics of Simple Elastic Systems Undergoing Friction-Ruled Stick–Slip Motions 103
Non-linear analysis and collapse of masonry arches 103
Determinazione in situ della capacità portante della malta 103
Totale 16.126
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Categoria #
all - tutte 47.689
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 47.689
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20263.685 226 416 391 216 367 340 606 181 233 388 130 191
2026/202787 87 0 0 0 0 0 0 0 0 0 0 0
Totale 17.990