CINECA IRIS Institutional Research Information System

AITA, DANILA
 Distribuzione geografica
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Continente #
EU - Europa 3.651
NA - Nord America 3.447
AS - Asia 1.880
SA - Sud America 225
AF - Africa 140
OC - Oceania 12
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.357
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Nazione #
US - Stati Uniti d'America 3.328
IT - Italia 1.633
DE - Germania 958
SG - Singapore 634
CN - Cina 396
HK - Hong Kong 338
GB - Regno Unito 194
SE - Svezia 180
BR - Brasile 170
FR - Francia 156
VN - Vietnam 137
BG - Bulgaria 131
CA - Canada 89
RU - Federazione Russa 84
TR - Turchia 81
IN - India 64
UA - Ucraina 61
FI - Finlandia 55
JP - Giappone 53
NL - Olanda 46
CI - Costa d'Avorio 36
BD - Bangladesh 34
ES - Italia 24
SN - Senegal 24
ZW - Zimbabwe 23
BE - Belgio 21
SA - Arabia Saudita 19
IQ - Iraq 17
AT - Austria 16
CH - Svizzera 15
RS - Serbia 15
DK - Danimarca 13
MA - Marocco 13
VE - Venezuela 13
MX - Messico 12
ZA - Sudafrica 12
KR - Corea 10
MY - Malesia 10
AR - Argentina 9
AU - Australia 9
IE - Irlanda 9
PK - Pakistan 9
PL - Polonia 9
CO - Colombia 8
ID - Indonesia 8
CL - Cile 7
EC - Ecuador 7
UZ - Uzbekistan 7
AE - Emirati Arabi Uniti 6
JO - Giordania 6
AZ - Azerbaigian 5
EG - Egitto 5
GR - Grecia 5
HU - Ungheria 5
IR - Iran 5
LT - Lituania 5
PH - Filippine 5
PT - Portogallo 5
PY - Paraguay 5
IL - Israele 4
KE - Kenya 4
KZ - Kazakistan 4
PA - Panama 4
TH - Thailandia 4
TN - Tunisia 4
UY - Uruguay 4
AL - Albania 3
KW - Kuwait 3
LB - Libano 3
LY - Libia 3
NP - Nepal 3
RO - Romania 3
TT - Trinidad e Tobago 3
BB - Barbados 2
BM - Bermuda 2
BW - Botswana 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
ET - Etiopia 2
GA - Gabon 2
GE - Georgia 2
HR - Croazia 2
JM - Giamaica 2
KH - Cambogia 2
NZ - Nuova Zelanda 2
PE - Perù 2
SY - Repubblica araba siriana 2
TW - Taiwan 2
UG - Uganda 2
AO - Angola 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
BY - Bielorussia 1
CM - Camerun 1
CR - Costa Rica 1
EU - Europa 1
GT - Guatemala 1
KG - Kirghizistan 1
Totale 9.347
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Città #
Singapore 359
Woodbridge 343
Hong Kong 334
Santa Clara 284
Ashburn 273
Serra 265
Ann Arbor 216
Chandler 202
Fairfield 196
San Jose 189
Houston 179
Milan 150
Sofia 131
Shanghai 113
Beijing 100
Dallas 97
New York 91
Genova 90
Seattle 85
Rome 79
Wilmington 70
Cambridge 67
Boardman 65
Princeton 62
Ottawa 58
Los Angeles 56
Florence 53
Marseille 52
Lawrence 49
Tokyo 48
Lauterbourg 43
Des Moines 41
Ho Chi Minh City 40
Istanbul 40
Pisa 37
Abidjan 36
Medford 35
Bremen 27
Nanjing 27
Dakar 24
Harare 23
Redondo Beach 22
Dong Ket 19
Helsinki 19
Jacksonville 19
Livorno 19
Hanoi 18
Brescia 17
Ogden 17
Brussels 16
Buffalo 16
Bologna 15
Izmir 14
Council Bluffs 13
Dearborn 13
Boulder 12
Frankfurt am Main 12
London 12
Nanchang 12
Paris 12
Redwood City 12
Rio de Janeiro 12
Vienna 12
Tappahannock 11
Camogli 10
Genoa 10
Lucca 10
Munich 10
Rapallo 10
San Diego 10
Abbiategrasso 9
Columbus 9
Düsseldorf 9
Hefei 9
Jeddah 9
The Dalles 9
Aarhus 8
Brooklyn 8
Johannesburg 8
Napoli 8
Pescara 8
Seoul 8
São Paulo 8
Toronto 8
Casablanca 7
Deiva Marina 7
Fuzhou 7
Naples 7
Selargius 7
Tashkent 7
Zoagli 7
Amman 6
Bari 6
Curitiba 6
Da Nang 6
Hebei 6
Lancaster 6
Mersin 6
Novi Sad 6
Orem 6
Totale 5.354
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Nome #
Analisi elastica non lineare e collasso di strutture ad arco in muratura 658
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 398
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 294
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 267
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 231
Masonry Structures: Between Mechanics and Architecture 215
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 214
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 203
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 200
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 200
Collapse of masonry arches in Romanesque and Gothic constructions 191
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 191
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 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
Preface 183
Influence of the wall shape on the collapse of arch-wall systems 173
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 172
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 171
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 171
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 168
Load-bearing capacity of circular, pointed and elliptical masonry arches 164
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 163
Non linear elastic analysis of masonry flat arches: some explicit solutions 161
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 160
Further remarks on the collapse of masonry arches with Coulomb friction 158
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 158
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 151
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 150
Analysis of some historical sizing rules for arch-wall-piers systems 149
Some explicit solutions for Flat and Depressed Masonry Arches 148
Some remarks on historical sizing rules for arch-wall-piers systems 146
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 146
Load-bearing capacity of circular and elliptical masonry arches 144
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 144
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 143
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 140
Una possibile rilettura del problema dell’arco tra geometria e meccanica 135
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 132
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 127
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 127
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 126
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 123
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 119
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 118
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 113
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 112
null 109
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction. 96
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 89
null 87
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 85
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 84
null 71
null 69
null 36
Totale 9.484
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Categoria #
all - tutte 22.740
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 22.740
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202157 0 0 0 0 0 0 0 0 0 0 0 57
2021/2022639 50 82 18 29 102 75 23 35 20 22 32 151
2022/2023857 79 82 70 92 92 117 9 45 191 13 50 17
2023/2024596 74 55 62 29 88 110 32 23 17 25 31 50
2024/20251.982 28 85 27 119 220 285 103 82 143 275 159 456
2025/20261.389 116 136 105 63 141 127 281 75 85 175 69 16
Totale 9.484