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

AITA, DANILA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.731
AS - Asia 3.503
EU - Europa 3.478
SA - Sud America 536
AF - Africa 266
Continente sconosciuto - Info sul continente non disponibili 83
OC - Oceania 7
Totale 11.604
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.574
IT - Italia 1.674
SG - Singapore 1.155
CN - Cina 1.004
RU - Federazione Russa 979
BR - Brasile 449
VN - Vietnam 372
KR - Corea 300
JP - Giappone 177
FR - Francia 160
NL - Olanda 143
MA - Marocco 119
HK - Hong Kong 97
GB - Regno Unito 94
CA - Canada 79
IE - Irlanda 76
DE - Germania 66
IN - India 58
MY - Malesia 58
BD - Bangladesh 51
FI - Finlandia 46
CI - Costa d'Avorio 45
ES - Italia 35
EG - Egitto 34
TR - Turchia 34
ID - Indonesia 31
JO - Giordania 30
AR - Argentina 25
AT - Austria 25
BJ - Benin 25
MX - Messico 25
BE - Belgio 23
CH - Svizzera 21
EC - Ecuador 21
IQ - Iraq 20
DK - Danimarca 19
ZA - Sudafrica 16
PL - Polonia 15
SE - Svezia 15
PH - Filippine 14
PK - Pakistan 14
CL - Cile 12
CO - Colombia 12
UZ - Uzbekistan 11
SA - Arabia Saudita 10
TW - Taiwan 10
HN - Honduras 9
HU - Ungheria 9
IR - Iran 9
TH - Thailandia 8
TT - Trinidad e Tobago 8
UA - Ucraina 8
AZ - Azerbaigian 7
PT - Portogallo 7
PY - Paraguay 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
AL - Albania 6
CR - Costa Rica 6
CZ - Repubblica Ceca 6
GR - Grecia 6
HT - Haiti 6
JM - Giamaica 6
NP - Nepal 6
AU - Australia 5
HR - Croazia 5
KE - Kenya 5
MT - Malta 5
DZ - Algeria 4
LT - Lituania 4
NI - Nicaragua 4
RO - Romania 4
TN - Tunisia 4
VE - Venezuela 4
BO - Bolivia 3
EE - Estonia 3
ET - Etiopia 3
IL - Israele 3
KZ - Kazakistan 3
MN - Mongolia 3
NG - Nigeria 3
NO - Norvegia 3
OM - Oman 3
PR - Porto Rico 3
SV - El Salvador 3
AM - Armenia 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BG - Bulgaria 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
GH - Ghana 2
LK - Sri Lanka 2
NZ - Nuova Zelanda 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
UG - Uganda 2
AI - Anguilla 1
BM - Bermuda 1
GY - Guiana 1
Totale 11.504
Salva come PNG Salva come JPEG
Città #
Ashburn 772
Singapore 747
San Jose 553
Hefei 430
Milan 381
Seoul 294
Council Bluffs 176
Santa Clara 176
Tokyo 167
Dallas 135
Genoa 132
Ho Chi Minh City 114
Moscow 109
North Charleston 107
Rome 104
Phoenix 100
Boardman 99
Hanoi 97
Kenitra 83
Dublin 73
Hong Kong 73
Los Angeles 72
The Dalles 69
Lauterbourg 66
Beijing 62
Chandler 61
Columbus 61
Amsterdam 57
Kent 57
Kuala Lumpur 57
Piscataway 51
Las Vegas 49
New York 48
Naples 46
Abidjan 44
Buffalo 42
Bologna 39
Florence 36
São Paulo 35
Turin 35
Casablanca 33
Amman 30
Orem 30
Brescia 28
Cotonou 25
Helsinki 25
Montreal 23
Bari 21
Frankfurt am Main 20
Da Nang 18
Frisco 16
Brussels 15
Guangzhou 15
London 14
Paris 14
Vienna 14
Atlanta 13
Haiphong 13
La Spezia 13
Palermo 13
Santo Stefano di Magra 13
Nuremberg 12
Chennai 11
Chicago 11
Tashkent 11
Toronto 11
Brooklyn 10
Chiavari 10
Denver 10
Giza 10
Jakarta 10
Manchester 10
Stockholm 10
Belo Horizonte 9
Central 9
Curitiba 9
Livorno 9
Porto Alegre 9
Rio de Janeiro 9
Taranto 9
Zurich 9
Ankara 8
Changsha 8
Chengdu 8
Guayaquil 8
Houston 8
Johannesburg 8
Lappeenranta 8
Madrid 8
Pune 8
Redondo Beach 8
Aarhus 7
Baltimore 7
Cairo 7
Hải Dương 7
Jacksonville 7
Manila 7
Miano 7
Mumbai 7
Richmond 7
Totale 6.656
Salva come PNG Salva come JPEG
Nome #
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica. 489
A rapid seismic classification of historic masonry buildings with risk matrices 252
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 230
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 223
Analisi elastica non lineare e collasso di strutture ad arco in muratura 211
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 204
Anti-funicular networks in masonry vaults with stereotomy, friction and strength requirements: a multi-constrained min/max problem validated through Durand-Claye’s method 204
A numerical method for the funicular analysis of masonry vaults accounting for stereotomy, finite strength and finite friction 198
Stone reciprocal structures: suggestions from ancient Greece 197
Edoardo Benvenuto Prize. Collection of papers 195
Behavior of unreinforced multi-leaf stone masonry walls under axial compression: Experimental and numerical investigation 192
Conservation-oriented integrated approach for structural stability assessment of complex historic masonry structures 186
The stone roof of the tholos of Athena Pronaia in Delphi: structural hypotheses starting from fragments of marble tiles 185
Collapse analysis of masonry arches and domes considering finite friction and uncertainties in compressive strength 183
The dome of the temple of Diana in Baiae: geometry, mechanics and architecture 182
Advanced modelling strategies for masonry domes: nonlinear FEM and limit analysis 177
Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes 177
The Roofing System of the Tholos of Athena Pronaia in Delphi: Archaeological Hypotheses and Structural Suggestions 171
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 168
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 167
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 166
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 163
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 155
Some remarks on non-standard plastic behaviour with Coulomb’s friction starting from an unconventional stone flat arch 154
The structural role of in-plane interlocking in jack arches 150
Limit analysis of masonry arches with unconventional stereotomy considering uncertain mechanical parameters 149
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 148
Graphical Statics 147
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 144
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 140
Multi-Leaf Stone Masonry Walls in Egypt: A Legend 138
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 136
Experimental Investigations and Microstructural Characterization of Construction Materials of Historic Multi-Leaf Stone-Masonry Walls 135
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 134
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 131
Thrust Network Analysis of Masonry Arches and Domes of Any Stereotomy with Finite Compressive Strength: Multi-constrained Minimization Problem versus Stability Area Method 131
Collapse of masonry arches in Romanesque and Gothic constructions 129
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 127
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 126
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 125
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 123
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 121
Influence of the wall shape on the collapse of arch-wall systems 121
Masonry Structures: Between Mechanics and Architecture 121
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 119
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 118
Computational re-visitation of ‘line of pressure’ and ‘line of thrust’ concepts for static analysis of masonry arches 118
Preface 116
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 116
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 114
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 114
Load-bearing capacity of circular and elliptical masonry arches 111
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 107
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 106
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 106
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 105
Further remarks on the collapse of masonry arches with Coulomb friction 105
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 105
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 105
Analysis of some historical sizing rules for arch-wall-piers systems 104
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 102
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 102
Studying a masonry sail vault by Antonio da Sangallo the Elder in the Fortezza Vecchia in Livorno 100
Tra Geometria e Meccanica: dalla Stereotomia all’interpretazione statica delle strutture voltate in muratura 100
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 99
Some remarks on historical sizing rules for arch-wall-piers systems 99
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 98
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 95
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 93
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 93
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 93
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 90
Load-bearing capacity of circular, pointed and elliptical masonry arches 89
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 88
Una possibile rilettura del problema dell’arco tra geometria e meccanica 85
Survey experimental tests and mechanical modeling of the dome of Pisa Cathedral: a multidisciplinary research 84
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 84
Non linear elastic analysis of masonry flat arches: some explicit solutions 84
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 82
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 79
Some explicit solutions for Flat and Depressed Masonry Arches 75
On the Safety of Damaged Masonry Structures: A First Probabilistic Approach 75
Masonry Arches: Thrust Line and Strength 64
A stochastic approach for the limit analysis of masonry arches with uncertain material properties 49
Damaged Masonry Structures: A Probabilistic Approach for Fast Structural Safety Assessment 47
Structural Response of the Dome of Pisa Cathedral: Challenges Between Geometric Irregularities and Different Modelling Techniques 37
Funicular analysis of a non-symmetric sail vault 33
Limit Equilibrium of Masonry Vaulted Structures with Strength Requirements: Funicular Analysis and Stability Area Method 33
An Atypical Flat Arch in Prato Cathedral: Some Remarks on the Non-standard Plastic Behaviour of Stone Structures 32
Safety Assessment of Masonry Domes: Geometry Accuracy and Numerical Methods Compared 26
Interlocking jack arches with step joints: A frictionless equilibrium stereotomy 11
Structural Behaviour of Umbrella Vaults Under Self-Weight: A Case Study 9
Totale 11.604
Salva come PNG Salva come JPEG
Categoria #
all - tutte 33.763
article - articoli 11.512
book - libri 0
conference - conferenze 15.201
curatela - curatele 2.412
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.657
Totale 65.545
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
2026/20271.252 274 230 469 279 0 0 0 0 0 0 0 0
Totale 11.604