CINECA IRIS Institutional Research Information System

BARSOTTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 9.043
EU - Europa 4.916
AS - Asia 4.046
SA - Sud America 525
AF - Africa 228
Continente sconosciuto - Info sul continente non disponibili 192
OC - Oceania 20
Totale 18.970
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Nazione #
US - Stati Uniti d'America 8.753
IT - Italia 2.415
SG - Singapore 1.367
CN - Cina 1.010
DE - Germania 756
HK - Hong Kong 704
BR - Brasile 430
SE - Svezia 327
BG - Bulgaria 306
VN - Vietnam 299
GB - Regno Unito 250
CA - Canada 224
TR - Turchia 210
FR - Francia 194
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 40
IQ - Iraq 25
NL - Olanda 25
AR - Argentina 22
ID - Indonesia 22
PK - Pakistan 20
SA - Arabia Saudita 20
AT - Austria 19
CO - Colombia 18
ES - Italia 18
MX - Messico 18
ZW - Zimbabwe 18
EC - Ecuador 17
AU - Australia 16
HU - Ungheria 16
NO - Norvegia 16
PL - Polonia 16
ZA - Sudafrica 15
MA - Marocco 14
MY - Malesia 13
PT - Portogallo 12
AE - Emirati Arabi Uniti 11
VE - Venezuela 11
CR - Costa Rica 10
IR - Iran 10
TN - Tunisia 10
IE - Irlanda 9
JM - Giamaica 9
KE - Kenya 9
UZ - Uzbekistan 9
DK - Danimarca 8
GR - Grecia 8
JO - Giordania 8
DZ - Algeria 7
LT - Lituania 7
PE - Perù 7
PY - Paraguay 7
RO - Romania 7
CL - Cile 6
NP - Nepal 6
PH - Filippine 6
TT - Trinidad e Tobago 6
UY - Uruguay 5
AZ - Azerbaigian 4
EG - Egitto 4
IL - Israele 4
RS - Serbia 4
BB - Barbados 3
BJ - Benin 3
CZ - Repubblica Ceca 3
KH - Cambogia 3
KZ - Kazakistan 3
LB - Libano 3
LC - Santa Lucia 3
LI - Liechtenstein 3
NZ - Nuova Zelanda 3
PA - Panama 3
SV - El Salvador 3
UG - Uganda 3
AL - Albania 2
BH - Bahrain 2
BS - Bahamas 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
EU - Europa 2
HN - Honduras 2
HR - Croazia 2
LY - Libia 2
MD - Moldavia 2
NG - Nigeria 2
SK - Slovacchia (Repubblica Slovacca) 2
TH - Thailandia 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
BO - Bolivia 1
Totale 18.758
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Città #
Ashburn 940
Woodbridge 877
Singapore 765
Hong Kong 694
Santa Clara 603
San Jose 575
Ann Arbor 543
Chandler 508
Serra 416
Fairfield 414
Milan 388
Houston 385
Dallas 321
Sofia 280
Beijing 243
Council Bluffs 213
Shanghai 212
New York 203
Wilmington 169
Seattle 155
Boardman 153
Cambridge 147
Ottawa 145
Jacksonville 117
Los Angeles 117
Princeton 112
Izmir 109
Lawrence 102
Rome 98
Nanjing 89
Florence 88
Lauterbourg 87
Genova 84
Ho Chi Minh City 80
Abidjan 79
Tokyo 75
Pisa 72
Bremen 67
Des Moines 65
Medford 65
Hefei 61
Hanoi 57
Helsinki 57
Istanbul 57
Buffalo 54
Dakar 54
Lancaster 54
Redondo Beach 45
Livorno 40
Seoul 38
Dearborn 37
Marseille 35
Nanchang 34
Dong Ket 33
Ogden 31
Washington 30
Bern 28
Lucca 28
Orem 28
São Paulo 27
Redwood City 26
Tappahannock 26
Falls Church 25
The Dalles 25
Bologna 24
Boulder 24
Columbus 23
Munich 22
Brussels 21
Frankfurt am Main 20
Zurich 20
Changsha 19
Atlanta 18
Cagliari 18
Harare 18
Jüchen 18
Toronto 18
Montreal 17
Norwalk 17
Paris 17
Shenyang 17
Chicago 16
Kunming 16
Rio de Janeiro 16
Phoenix 15
San Diego 15
San Giuliano Terme 15
Genoa 14
Brooklyn 13
Hebei 13
Oslo 13
Pontedera 13
Vienna 13
Ostend 12
Pistoia 12
Chennai 11
Düsseldorf 11
Jeddah 11
London 11
Camogli 10
Totale 12.366
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 411
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 327
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 304
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 277
Equilibrium shapes of inflated inextensible membranes 265
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 251
Static response of elastic inflated wrinkled membranes 241
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 239
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 234
A non-destructive technique for the determination of mortar load capacity in situ 230
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 219
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 217
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 210
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 210
Collapse of masonry arches in Romanesque and Gothic constructions 206
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 203
Wrinkling of orthotropic membranes: an analysis by the polar method 201
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 200
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 199
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 193
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 190
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 189
Numerical analysis of partly wrinkled cylindrical inflated beams under bending and shear 189
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 188
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 188
Stress Distributions in Partly Wrinkled Anisotropic Membranes 186
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 186
Sistema costruttivo di tipo composto per edifici parcheggio con struttura a telaio 185
Inflation of elastic membranes in contact with rigid or deformable surfaces 184
null 184
Shear deformations in inflated cylindrical beams: An old model revisited 183
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 181
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 181
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 181
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 180
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 180
Influence of the wall shape on the collapse of arch-wall systems 180
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 179
Load-bearing capacity of circular, pointed and elliptical masonry arches 177
Equilibrium configurations of inflated inextensible membranes 173
Non linear elastic analysis of masonry flat arches: some explicit solutions 173
Membrane wrinkling and smart cable nets 172
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 172
Geometrical Discontinuities in Partly Wrinkled Anisotropic Membranes 171
ON THE STRAIGHT-HELICOID TO SPIRAL-RIBBON TRANSITION IN THIN ELASTIC RIBBONS 170
Ricerca progettuale per edifici-parcheggio con struttura mista a telaio 169
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 169
Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge 168
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 166
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 161
Load-bearing capacity of circular and elliptical masonry arches 161
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 159
Crack patterns in masonry infilled RC frames under horizontal loading 158
Some explicit solutions for Flat and Depressed Masonry Arches 157
A Numerical Algorithm for Large Displacement Analysis of Wrinkled Inextensible Membranes 157
Shear deformations in inflated cylindrical beams: An old model revisited 157
Exact optimal flexural design of laminates 157
Analysis of some historical sizing rules for arch-wall-piers systems 156
Some remarks on historical sizing rules for arch-wall-piers systems 155
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 153
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 153
An accurate wrinkled membrane model for analysing the post-critical behaviour of stiffened plate-girders 152
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 151
Shape optimization of stiffened plate girders via the configurational forces method 150
Equilibrium Shapes of Inflated Elastic Membranes 150
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 148
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 148
Non-linear analysis of unreinforced masonry buildings under horizontal loads 147
The Postbuckling Behaviour of Metallic Stiffened Plate Girders 146
Optimum radii of circular masonry arches 146
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 143
Mechanical Behaviour of Masonry Panels under In-Plane Loads 141
The Post-critical Response of Metal Stiffened Plate Girders 140
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 140
The Web Bridge 139
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 139
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 138
A non-linear elastic model for fiber-reinforced masonry and concrete arches 137
null 135
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 129
Pressurized membranes for structural use: interaction between local effects and global response 128
Studio delle interazioni tra una cupola geodetica sferica e un reticolo solidale di travi membranali 126
In-plane shear compression tests on Timber-Framed Pisé panels 125
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 124
Optimal Suspended-Bridge Design Deduced from Natural Wrinkling of Membranes 123
Comportamento non lineare di archi in muratura 123
Single-Layer Spherical Geodesic Domes Interacting with a Network of Inflatable Beams 122
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 122
L'insegnamento della scienza delle costruzioni in Italia 120
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 120
Membrane elastiche sottili fortemente pressurizzate 118
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 115
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 115
Analisi del corrugamento di membrane ortotrope: un’applicazione del metodo polare 112
Non-linear analysis and collapse of masonry arches 112
Sul comportamento in fase II di telai in C.A. con tamponamento in muratura soggetti a carichi orizzontali 112
Dispositivo di prova per materiali da costruzione 111
Determinazione in situ della capacità portante della malta 110
Sul comportamento limite di pannelli in muratura soggetti a compressione e taglio 109
null 109
Totale 16.990
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Categoria #
all - tutte 50.415
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 50.415
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022954 0 0 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
2026/20271.067 117 305 645 0 0 0 0 0 0 0 0 0
Totale 18.970