RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

AITA, DANILA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 3.495
EU - Europa 3.334
NA - Nord America 3.111
SA - Sud America 532
AF - Africa 264
Continente sconosciuto - Info sul continente non disponibili 81
OC - Oceania 6
Totale 10.823
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.994
IT - Italia 1.554
SG - Singapore 1.154
CN - Cina 1.004
RU - Federazione Russa 979
BR - Brasile 448
VN - Vietnam 372
KR - Corea 300
JP - Giappone 177
FR - Francia 159
NL - Olanda 141
MA - Marocco 119
HK - Hong Kong 96
GB - Regno Unito 87
IE - Irlanda 75
DE - Germania 66
IN - India 58
MY - Malesia 58
CA - Canada 53
BD - Bangladesh 50
FI - Finlandia 46
CI - Costa d'Avorio 45
ES - Italia 35
TR - Turchia 34
EG - Egitto 33
JO - Giordania 30
ID - Indonesia 29
AR - Argentina 25
AT - Austria 25
BJ - Benin 25
MX - Messico 24
BE - Belgio 21
EC - Ecuador 20
IQ - Iraq 20
DK - Danimarca 19
CH - Svizzera 18
ZA - Sudafrica 16
SE - Svezia 15
PH - Filippine 14
PK - Pakistan 14
PL - Polonia 13
CL - Cile 12
CO - Colombia 11
UZ - Uzbekistan 11
TW - Taiwan 10
IR - Iran 9
SA - Arabia Saudita 9
HU - Ungheria 8
UA - Ucraina 8
AZ - Azerbaigian 7
PT - Portogallo 7
PY - Paraguay 7
RS - Serbia 7
TH - Thailandia 7
AE - Emirati Arabi Uniti 6
CZ - Repubblica Ceca 6
GR - Grecia 6
HT - Haiti 6
NP - Nepal 6
TT - Trinidad e Tobago 6
AL - Albania 5
CR - Costa Rica 5
HN - Honduras 5
HR - Croazia 5
KE - Kenya 5
MT - Malta 5
AU - Australia 4
JM - Giamaica 4
RO - Romania 4
TN - Tunisia 4
VE - Venezuela 4
BO - Bolivia 3
DZ - Algeria 3
ET - Etiopia 3
KZ - Kazakistan 3
LT - Lituania 3
MN - Mongolia 3
NG - Nigeria 3
OM - Oman 3
PR - Porto Rico 3
AM - Armenia 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BG - Bulgaria 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
EE - Estonia 2
GH - Ghana 2
IL - Israele 2
LK - Sri Lanka 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
UG - Uganda 2
AI - Anguilla 1
BM - Bermuda 1
GY - Guiana 1
IS - Islanda 1
Totale 10.727
Salva come PNG Salva come JPEG
Città #
Singapore 747
Ashburn 629
San Jose 466
Hefei 430
Milan 354
Seoul 294
Council Bluffs 172
Santa Clara 169
Tokyo 167
Dallas 130
Genoa 123
Ho Chi Minh City 114
Moscow 109
North Charleston 105
Boardman 99
Hanoi 97
Rome 97
Kenitra 83
Dublin 73
Hong Kong 73
The Dalles 68
Lauterbourg 66
Los Angeles 66
Beijing 62
Chandler 61
Amsterdam 57
Kent 57
Kuala Lumpur 57
Columbus 55
Piscataway 50
Las Vegas 49
Abidjan 44
Buffalo 42
New York 42
Bologna 37
Naples 37
São Paulo 34
Casablanca 33
Florence 32
Turin 32
Amman 30
Orem 30
Brescia 27
Cotonou 25
Helsinki 25
Bari 20
Frankfurt am Main 20
Montreal 20
Da Nang 18
Frisco 16
Brussels 15
Guangzhou 15
London 14
Paris 14
Vienna 14
Haiphong 13
La Spezia 13
Palermo 13
Santo Stefano di Magra 13
Nuremberg 12
Chennai 11
Tashkent 11
Brooklyn 10
Chiavari 10
Jakarta 10
Manchester 10
Stockholm 10
Atlanta 9
Belo Horizonte 9
Central 9
Curitiba 9
Giza 9
Livorno 9
Phoenix 9
Porto Alegre 9
Rio de Janeiro 9
Zurich 9
Ankara 8
Changsha 8
Chengdu 8
Chicago 8
Denver 8
Houston 8
Johannesburg 8
Lappeenranta 8
Madrid 8
Pune 8
Redondo Beach 8
Taranto 8
Aarhus 7
Cairo 7
Guayaquil 7
Hải Dương 7
Manila 7
Mumbai 7
San Giuseppe Vesuviano 7
Shanghai 7
Vicenza 7
Baku 6
Baltimore 6
Totale 6.212
Salva come PNG Salva come JPEG
Nome #
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica. 477
A rapid seismic classification of historic masonry buildings with risk matrices 232
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 217
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 201
Analisi elastica non lineare e collasso di strutture ad arco in muratura 200
Anti-funicular networks in masonry vaults with stereotomy, friction and strength requirements: a multi-constrained min/max problem validated through Durand-Claye’s method 191
Edoardo Benvenuto Prize. Collection of papers 190
Stone reciprocal structures: suggestions from ancient Greece 186
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 185
A numerical method for the funicular analysis of masonry vaults accounting for stereotomy, finite strength and finite friction 181
Behavior of unreinforced multi-leaf stone masonry walls under axial compression: Experimental and numerical investigation 181
The stone roof of the tholos of Athena Pronaia in Delphi: structural hypotheses starting from fragments of marble tiles 177
Collapse analysis of masonry arches and domes considering finite friction and uncertainties in compressive strength 175
The dome of the temple of Diana in Baiae: geometry, mechanics and architecture 173
Conservation-oriented integrated approach for structural stability assessment of complex historic masonry structures 168
Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes 168
The Roofing System of the Tholos of Athena Pronaia in Delphi: Archaeological Hypotheses and Structural Suggestions 163
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 160
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 160
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 159
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 151
Advanced modelling strategies for masonry domes: nonlinear FEM and limit analysis 149
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 147
Some remarks on non-standard plastic behaviour with Coulomb’s friction starting from an unconventional stone flat arch 146
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 142
The structural role of in-plane interlocking in jack arches 140
Graphical Statics 140
Limit analysis of masonry arches with unconventional stereotomy considering uncertain mechanical parameters 136
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 133
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 132
Multi-Leaf Stone Masonry Walls in Egypt: A Legend 131
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 130
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 129
Experimental Investigations and Microstructural Characterization of Construction Materials of Historic Multi-Leaf Stone-Masonry Walls 129
Thrust Network Analysis of Masonry Arches and Domes of Any Stereotomy with Finite Compressive Strength: Multi-constrained Minimization Problem versus Stability Area Method 128
Collapse of masonry arches in Romanesque and Gothic constructions 125
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 123
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 121
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 119
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 118
Influence of the wall shape on the collapse of arch-wall systems 118
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 116
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 113
Masonry Structures: Between Mechanics and Architecture 113
Preface 112
Computational re-visitation of ‘line of pressure’ and ‘line of thrust’ concepts for static analysis of masonry arches 112
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 111
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 110
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 110
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 109
Load-bearing capacity of circular and elliptical masonry arches 108
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 106
Further remarks on the collapse of masonry arches with Coulomb friction 103
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 102
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 99
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 98
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 98
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 98
Analysis of some historical sizing rules for arch-wall-piers systems 98
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 97
Tra Geometria e Meccanica: dalla Stereotomia all’interpretazione statica delle strutture voltate in muratura 96
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 96
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 95
Studying a masonry sail vault by Antonio da Sangallo the Elder in the Fortezza Vecchia in Livorno 94
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 94
Some remarks on historical sizing rules for arch-wall-piers systems 94
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 93
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 90
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 89
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 87
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 86
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 85
Load-bearing capacity of circular, pointed and elliptical masonry arches 84
Una possibile rilettura del problema dell’arco tra geometria e meccanica 83
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 82
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 82
Non linear elastic analysis of masonry flat arches: some explicit solutions 82
Survey experimental tests and mechanical modeling of the dome of Pisa Cathedral: a multidisciplinary research 81
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 78
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 73
Some explicit solutions for Flat and Depressed Masonry Arches 69
On the Safety of Damaged Masonry Structures: A First Probabilistic Approach 65
Masonry Arches: Thrust Line and Strength 51
Damaged Masonry Structures: A Probabilistic Approach for Fast Structural Safety Assessment 32
A stochastic approach for the limit analysis of masonry arches with uncertain material properties 28
Limit Equilibrium of Masonry Vaulted Structures with Strength Requirements: Funicular Analysis and Stability Area Method 23
Safety Assessment of Masonry Domes: Geometry Accuracy and Numerical Methods Compared 22
An Atypical Flat Arch in Prato Cathedral: Some Remarks on the Non-standard Plastic Behaviour of Stone Structures 22
Funicular analysis of a non-symmetric sail vault 15
Structural Response of the Dome of Pisa Cathedral: Challenges Between Geometric Irregularities and Different Modelling Techniques 8
Totale 10.823
Salva come PNG Salva come JPEG
Categoria #
all - tutte 31.611
article - articoli 10.612
book - libri 0
conference - conferenze 14.283
curatela - curatele 2.324
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.516
Totale 61.346
Salva come PNG Salva come JPEG


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
2024/20251.826 47 29 84 60 228 127 92 172 236 105 285 361
2025/20267.407 850 1.108 692 796 348 299 995 400 482 598 385 454
2026/2027471 274 197 0 0 0 0 0 0 0 0 0 0
Totale 10.823