AITA, DANILA
 Distribuzione geografica
Continente #
EU - Europa 809
NA - Nord America 440
AS - Asia 189
AF - Africa 57
SA - Sud America 16
OC - Oceania 3
Totale 1.514
Nazione #
IT - Italia 530
US - Stati Uniti d'America 427
SG - Singapore 97
IE - Irlanda 57
GB - Regno Unito 38
FI - Finlandia 35
NL - Olanda 33
BJ - Benin 25
FR - Francia 25
HK - Hong Kong 21
CN - Cina 20
CI - Costa d'Avorio 16
DE - Germania 16
EG - Egitto 15
BR - Brasile 14
BE - Belgio 13
CH - Svizzera 12
DK - Danimarca 11
TW - Taiwan 9
CA - Canada 8
ES - Italia 8
TR - Turchia 7
ID - Indonesia 6
IR - Iran 6
JP - Giappone 6
MT - Malta 5
MX - Messico 5
AT - Austria 4
KR - Corea 4
RU - Federazione Russa 4
HR - Croazia 3
HU - Ungheria 3
RS - Serbia 3
AE - Emirati Arabi Uniti 2
IN - India 2
JO - Giordania 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PH - Filippine 2
PK - Pakistan 2
PT - Portogallo 2
AU - Australia 1
BG - Bulgaria 1
CO - Colombia 1
EC - Ecuador 1
GR - Grecia 1
KZ - Kazakistan 1
LT - Lituania 1
NG - Nigeria 1
NO - Norvegia 1
RO - Romania 1
SE - Svezia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 1.514
Città #
Milan 97
Genoa 86
Boardman 76
Santa Clara 67
Singapore 62
Chandler 60
Dublin 57
Columbus 54
Rome 26
Cotonou 25
Helsinki 20
Naples 17
Abidjan 16
Amsterdam 16
New York 16
Santo Stefano di Magra 13
Bologna 12
Brussels 12
Paris 11
Hong Kong 10
Central 9
Zurich 9
Bari 8
Lappeenranta 8
Aarhus 7
São Paulo 7
Turin 7
Chiavari 6
Jakarta 6
London 6
Treviso 6
Ashburn 5
Brescia 5
Kilburn 5
Livorno 5
Taipei 5
Taranto 5
Cairo 4
Casal di Principe 4
Cogorno 4
Cologno Monzese 4
Cornaredo 4
Fremont 4
Fulham 4
Los Angeles 4
Montreal 4
Osaka 4
Sesto San Giovanni 4
Tehran 4
Americana 3
Ankara 3
Belgrade 3
Bergamo 3
Camerano 3
Copenhagen 3
Cremona 3
Cuneo 3
Frankfurt am Main 3
Groningen 3
Hanover 3
Jersey Shore 3
La Spezia 3
Leiden 3
Madrid 3
Ospitaletto 3
Oulu 3
Perugia 3
Pforzheim 3
The Dalles 3
Varese 3
Vienna 3
Washington 3
Afragola 2
Amman 2
Ancona 2
Asolo 2
Belo Horizonte 2
Birkirkara 2
Birmingham 2
Bolzano 2
Brugg 2
Budapest 2
Camden 2
Casalpusterlengo 2
Castalla 2
Catania 2
Chiswick 2
Coimbra 2
Council Bluffs 2
Cuauhtémoc 2
Dubai 2
Formia 2
Forno di Zoldo 2
Garbana 2
Giza 2
Guadalajara 2
Imsida 2
Ionadi 2
Islington 2
Istanbul 2
Totale 1.035
Nome #
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica. 130
Edoardo Benvenuto Prize. Collection of papers 75
Analisi elastica non lineare e collasso di strutture ad arco in muratura 72
Stone reciprocal structures: suggestions from ancient Greece 51
Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes 49
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 47
The dome of the temple of Diana in Baiae: geometry, mechanics and architecture 47
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 46
A numerical method for the funicular analysis of masonry vaults accounting for stereotomy, finite strength and finite friction 36
Behavior of unreinforced multi-leaf stone masonry walls under axial compression: Experimental and numerical investigation 36
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 35
The stone roof of the tholos of Athena Pronaia in Delphi: structural hypotheses starting from fragments of marble tiles 35
Graphical Statics 35
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 34
Conservation-oriented integrated approach for structural stability assessment of complex historic masonry structures 31
Anti-funicular networks in masonry vaults with stereotomy, friction and strength requirements: a multi-constrained min/max problem validated through Durand-Claye’s method 24
The Roofing System of the Tholos of Athena Pronaia in Delphi: Archaeological Hypotheses and Structural Suggestions 24
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 24
Preface 23
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 23
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 23
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 23
Masonry Structures: Between Mechanics and Architecture 21
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 21
Tra Geometria e Meccanica: dalla Stereotomia all’interpretazione statica delle strutture voltate in muratura 21
Thrust Network Analysis of Masonry Arches and Domes of Any Stereotomy with Finite Compressive Strength: Multi-constrained Minimization Problem versus Stability Area Method 19
Collapse analysis of masonry arches and domes considering finite friction and uncertainties in compressive strength 19
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 18
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 18
Collapse of masonry arches in Romanesque and Gothic constructions 17
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 17
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 17
Computational re-visitation of ‘line of pressure’ and ‘line of thrust’ concepts for static analysis of masonry arches 17
Multi-Leaf Stone Masonry Walls in Egypt: A Legend 17
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 16
Influence of the wall shape on the collapse of arch-wall systems 15
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 15
Load-bearing capacity of circular and elliptical masonry arches 15
Non linear elastic analysis of masonry flat arches: some explicit solutions 15
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 14
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 14
Analysis of some historical sizing rules for arch-wall-piers systems 14
Experimental Investigations and Microstructural Characterization of Construction Materials of Historic Multi-Leaf Stone-Masonry Walls 13
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 13
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 13
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 13
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 13
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 12
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 12
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 11
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 11
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 11
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 11
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 11
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 11
Studying a masonry sail vault by Antonio da Sangallo the Elder in the Fortezza Vecchia in Livorno 10
Some remarks on historical sizing rules for arch-wall-piers systems 10
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 9
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 9
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 8
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 8
Further remarks on the collapse of masonry arches with Coulomb friction 8
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 8
Una possibile rilettura del problema dell’arco tra geometria e meccanica 8
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 8
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 8
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 7
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 7
Some explicit solutions for Flat and Depressed Masonry Arches 6
Survey experimental tests and mechanical modeling of the dome of Pisa Cathedral: a multidisciplinary research 6
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 6
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 6
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 6
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 4
Load-bearing capacity of circular, pointed and elliptical masonry arches 4
Totale 1.564
Categoria #
all - tutte 11.075
article - articoli 3.585
book - libri 0
conference - conferenze 4.674
curatela - curatele 1.093
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.008
Totale 21.435


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2022/2023295 0 0 0 41 39 47 16 33 40 15 38 26
2023/2024824 48 122 135 49 25 57 64 58 38 94 34 100
2024/2025445 47 29 84 60 225 0 0 0 0 0 0 0
Totale 1.564