AITA, DANILA
 Distribuzione geografica
Continente #
EU - Europa 3.177
NA - Nord America 2.290
AS - Asia 349
AF - Africa 87
OC - Oceania 9
SA - Sud America 5
Continente sconosciuto - Info sul continente non disponibili 1
Totale 5.918
Nazione #
US - Stati Uniti d'America 2.222
IT - Italia 1.440
DE - Germania 922
SE - Svezia 179
GB - Regno Unito 155
CN - Cina 149
BG - Bulgaria 131
FR - Francia 74
CA - Canada 67
UA - Ucraina 60
SG - Singapore 48
VN - Vietnam 46
RU - Federazione Russa 44
CI - Costa d'Avorio 35
BE - Belgio 33
TR - Turchia 32
FI - Finlandia 29
AT - Austria 26
SN - Senegal 24
ZW - Zimbabwe 23
IN - India 20
HK - Hong Kong 19
RS - Serbia 13
DK - Danimarca 12
ES - Italia 10
CH - Svizzera 9
AU - Australia 8
NL - Olanda 8
GR - Grecia 5
HU - Ungheria 5
IE - Irlanda 5
IR - Iran 5
PL - Polonia 5
MY - Malesia 4
PT - Portogallo 4
BR - Brasile 3
JO - Giordania 3
JP - Giappone 3
PH - Filippine 3
RO - Romania 3
TH - Thailandia 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
GE - Georgia 2
KR - Corea 2
MA - Marocco 2
BY - Bielorussia 1
CO - Colombia 1
DZ - Algeria 1
EC - Ecuador 1
EU - Europa 1
HR - Croazia 1
ID - Indonesia 1
IL - Israele 1
IQ - Iraq 1
KH - Cambogia 1
KW - Kuwait 1
LT - Lituania 1
MX - Messico 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PK - Pakistan 1
SA - Arabia Saudita 1
SC - Seychelles 1
TW - Taiwan 1
Totale 5.918
Città #
Woodbridge 343
Serra 265
Ann Arbor 216
Chandler 202
Fairfield 196
Houston 177
Milan 144
Sofia 131
Genova 90
New York 83
Ashburn 80
Beijing 80
Seattle 78
Wilmington 70
Cambridge 67
Princeton 62
Ottawa 58
Marseille 52
Rome 52
Lawrence 49
Florence 43
Des Moines 41
Abidjan 35
Medford 35
Pisa 34
Brussels 30
Bremen 27
Nanjing 27
Dakar 24
Harare 23
Dallas 20
Dong Ket 19
Jacksonville 19
Livorno 19
Vienna 19
Hong Kong 17
Dearborn 13
Izmir 13
Bologna 12
Boulder 12
Redwood City 12
Boardman 11
Nanchang 11
Tappahannock 11
Camogli 10
Lucca 10
Rapallo 10
San Diego 10
Abbiategrasso 9
Aarhus 8
Napoli 8
Pescara 8
Deiva Marina 7
Genoa 7
Paris 7
Selargius 7
Zoagli 7
Hebei 6
Salerno 6
Verona 6
Auburn Hills 5
Borzonasca 5
Brescia 5
Camerano 5
Gaeta 5
La Spezia 5
Lancaster 5
Los Angeles 5
Mersin 5
Monte San Pietro 5
Naples 5
Novi Sad 5
Padova 5
Perugia 5
Pieve Ligure 5
Pontedera 5
Udine 5
Bergamo 4
Bern 4
Cagliari 4
Champaign 4
Düsseldorf 4
Indiana 4
Kocaeli 4
Lacchiarella 4
Philadelphia 4
Pune 4
Rende 4
Washington 4
Amman 3
Belgrade 3
Bientina 3
Brisbane 3
Butterworth 3
Cerreto Guidi 3
Champs-sur-Marne 3
Escalaplano 3
Fort Walton Beach 3
Jersey Shore 3
Jinan 3
Totale 3.314
Nome #
Analisi elastica non lineare e collasso di strutture ad arco in muratura 434
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 349
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 219
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 190
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 189
null 184
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 182
Masonry Structures: Between Mechanics and Architecture 164
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 162
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 157
Influence of the wall shape on the collapse of arch-wall systems 138
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 133
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 133
Collapse of masonry arches in Romanesque and Gothic constructions 128
Preface 126
Load-bearing capacity of circular, pointed and elliptical masonry arches 123
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 121
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 119
Non linear elastic analysis of masonry flat arches: some explicit solutions 113
Some explicit solutions for Flat and Depressed Masonry Arches 112
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 112
null 109
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 105
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 102
Further remarks on the collapse of masonry arches with Coulomb friction 102
Analysis of some historical sizing rules for arch-wall-piers systems 102
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 101
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 99
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 98
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 98
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 95
Load-bearing capacity of circular and elliptical masonry arches 94
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 89
null 87
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 86
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 85
Una possibile rilettura del problema dell’arco tra geometria e meccanica 82
Some remarks on historical sizing rules for arch-wall-piers systems 82
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 75
null 71
null 69
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 67
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 57
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 57
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 54
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 50
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 49
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 45
null 36
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 36
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 32
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction. 30
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 28
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 25
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 22
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 19
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 19
Totale 6.045
Categoria #
all - tutte 11.284
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 11.284


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019358 0 0 0 0 0 0 0 76 59 79 100 44
2019/20201.206 159 61 124 48 100 94 166 66 72 132 153 31
2020/2021542 118 23 68 30 32 16 27 46 36 50 39 57
2021/2022639 50 82 18 29 102 75 23 35 20 22 32 151
2022/2023881 79 82 70 92 92 117 15 49 195 14 54 22
2023/2024504 89 58 66 31 95 110 32 23 0 0 0 0
Totale 6.045