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

AITA, DANILA
 Distribuzione geografica
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Continente #
AS - Asia 3.371
EU - Europa 2.876
NA - Nord America 2.388
SA - Sud America 527
AF - Africa 264
OC - Oceania 6
Totale 9.432
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Nazione #
US - Stati Uniti d'America 2.313
SG - Singapore 1.152
IT - Italia 1.124
CN - Cina 994
RU - Federazione Russa 979
BR - Brasile 445
VN - Vietnam 363
KR - Corea 296
JP - Giappone 175
FR - Francia 156
NL - Olanda 131
MA - Marocco 119
HK - Hong Kong 94
GB - Regno Unito 88
IE - Irlanda 76
DE - Germania 66
IN - India 47
FI - Finlandia 46
CI - Costa d'Avorio 45
ES - Italia 35
EG - Egitto 33
TR - Turchia 33
JO - Giordania 30
BD - Bangladesh 28
ID - Indonesia 27
AR - Argentina 25
AT - Austria 25
BJ - Benin 25
CA - Canada 25
MX - Messico 23
BE - Belgio 21
EC - Ecuador 20
IQ - Iraq 20
DK - Danimarca 19
CH - Svizzera 17
ZA - Sudafrica 16
PK - Pakistan 14
SE - Svezia 12
CO - Colombia 11
PH - Filippine 11
UZ - Uzbekistan 11
PL - Polonia 10
TW - Taiwan 10
CL - Cile 9
IR - Iran 9
SA - Arabia Saudita 9
AZ - Azerbaigian 7
PY - Paraguay 7
RS - Serbia 7
TH - Thailandia 7
UA - Ucraina 7
AE - Emirati Arabi Uniti 6
GR - Grecia 6
HT - Haiti 6
HU - Ungheria 6
NP - Nepal 6
PT - Portogallo 6
AL - Albania 5
HR - Croazia 5
KE - Kenya 5
MT - Malta 5
TT - Trinidad e Tobago 5
AU - Australia 4
CZ - Repubblica Ceca 4
HN - Honduras 4
RO - Romania 4
TN - Tunisia 4
VE - Venezuela 4
BO - Bolivia 3
DZ - Algeria 3
ET - Etiopia 3
JM - Giamaica 3
KZ - Kazakistan 3
LT - Lituania 3
MN - Mongolia 3
MY - Malesia 3
NG - Nigeria 3
OM - Oman 3
AM - Armenia 2
BA - Bosnia-Erzegovina 2
BG - Bulgaria 2
BY - Bielorussia 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
GH - Ghana 2
LK - Sri Lanka 2
NZ - Nuova Zelanda 2
SI - Slovenia 2
SV - El Salvador 2
UG - Uganda 2
BB - Barbados 1
GY - Guiana 1
IL - Israele 1
KG - Kirghizistan 1
KH - Cambogia 1
LB - Libano 1
LV - Lettonia 1
MD - Moldavia 1
MG - Madagascar 1
ML - Mali 1
Totale 9.421
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Città #
Singapore 742
Ashburn 535
Hefei 430
San Jose 366
Seoul 290
Milan 229
Tokyo 165
Santa Clara 151
Dallas 123
Ho Chi Minh City 113
Moscow 109
Genoa 108
North Charleston 104
Hanoi 91
Kenitra 83
Boardman 80
Dublin 74
Council Bluffs 73
Hong Kong 71
The Dalles 68
Lauterbourg 66
Chandler 60
Los Angeles 60
Amsterdam 56
Kent 55
Beijing 54
Columbus 54
Piscataway 50
Rome 50
Las Vegas 45
Abidjan 44
Buffalo 40
São Paulo 34
Casablanca 33
New York 32
Amman 30
Orem 29
Florence 28
Brescia 25
Cotonou 25
Helsinki 25
Naples 25
Bologna 22
Frankfurt am Main 20
Turin 19
Da Nang 18
Brussels 15
Guangzhou 15
Montreal 14
Paris 14
Vienna 14
Bari 13
Haiphong 13
La Spezia 13
London 13
Santo Stefano di Magra 13
Nuremberg 12
Chennai 11
Tashkent 11
Jakarta 10
Manchester 10
Belo Horizonte 9
Central 9
Giza 9
Porto Alegre 9
Rio de Janeiro 9
Shanghai 9
Stockholm 9
Zurich 9
Ankara 8
Changsha 8
Curitiba 8
Johannesburg 8
Lappeenranta 8
Madrid 8
Redondo Beach 8
Aarhus 7
Cairo 7
Chiavari 7
Guayaquil 7
Hải Dương 7
Mumbai 7
Baku 6
Barcelona 6
Belgrade 6
Biên Hòa 6
Brasília 6
Brooklyn 6
Chicago 6
Copenhagen 6
Dhaka 6
Erlangen 6
Livorno 6
Padova 6
Port-au-Prince 6
Tianjin 6
Trabzon 6
Treviso 6
Venice 6
Xi'an 6
Totale 5.473
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Nome #
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica. 422
A rapid seismic classification of historic masonry buildings with risk matrices 206
Analisi elastica non lineare e collasso di strutture ad arco in muratura 197
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 186
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 181
Anti-funicular networks in masonry vaults with stereotomy, friction and strength requirements: a multi-constrained min/max problem validated through Durand-Claye’s method 176
Edoardo Benvenuto Prize. Collection of papers 174
Behavior of unreinforced multi-leaf stone masonry walls under axial compression: Experimental and numerical investigation 165
Stone reciprocal structures: suggestions from ancient Greece 164
A numerical method for the funicular analysis of masonry vaults accounting for stereotomy, finite strength and finite friction 164
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 161
Collapse analysis of masonry arches and domes considering finite friction and uncertainties in compressive strength 160
The dome of the temple of Diana in Baiae: geometry, mechanics and architecture 155
Conservation-oriented integrated approach for structural stability assessment of complex historic masonry structures 151
Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes 149
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 144
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 144
The stone roof of the tholos of Athena Pronaia in Delphi: structural hypotheses starting from fragments of marble tiles 144
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 143
The Roofing System of the Tholos of Athena Pronaia in Delphi: Archaeological Hypotheses and Structural Suggestions 141
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches 131
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 127
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 127
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 124
Advanced modelling strategies for masonry domes: nonlinear FEM and limit analysis 123
Graphical Statics 122
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 119
Collapse of masonry arches in Romanesque and Gothic constructions 118
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 118
Some remarks on non-standard plastic behaviour with Coulomb’s friction starting from an unconventional stone flat arch 116
Experimental Investigations and Microstructural Characterization of Construction Materials of Historic Multi-Leaf Stone-Masonry Walls 115
The structural role of in-plane interlocking in jack arches 115
Limit analysis of masonry arches with unconventional stereotomy considering uncertain mechanical parameters 115
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 113
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 112
Multi-Leaf Stone Masonry Walls in Egypt: A Legend 112
Thrust Network Analysis of Masonry Arches and Domes of Any Stereotomy with Finite Compressive Strength: Multi-constrained Minimization Problem versus Stability Area Method 111
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 111
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 108
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 108
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 107
Masonry Structures: Between Mechanics and Architecture 107
Influence of the wall shape on the collapse of arch-wall systems 106
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 106
Load-bearing capacity of circular and elliptical masonry arches 102
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 99
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 99
Preface 96
Computational re-visitation of ‘line of pressure’ and ‘line of thrust’ concepts for static analysis of masonry arches 96
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 95
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 95
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 91
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 91
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 90
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 90
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 88
Tra Geometria e Meccanica: dalla Stereotomia all’interpretazione statica delle strutture voltate in muratura 88
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 86
Analysis of some historical sizing rules for arch-wall-piers systems 86
Studying a masonry sail vault by Antonio da Sangallo the Elder in the Fortezza Vecchia in Livorno 85
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 85
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 85
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 84
Some remarks on historical sizing rules for arch-wall-piers systems 84
Further remarks on the collapse of masonry arches with Coulomb friction 83
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 82
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 81
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 80
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 79
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 78
Load-bearing capacity of circular, pointed and elliptical masonry arches 78
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 78
Una possibile rilettura del problema dell’arco tra geometria e meccanica 78
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 76
Non linear elastic analysis of masonry flat arches: some explicit solutions 76
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 75
Survey experimental tests and mechanical modeling of the dome of Pisa Cathedral: a multidisciplinary research 73
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 68
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 65
Some explicit solutions for Flat and Depressed Masonry Arches 62
The masonry arch between 'limit' and 'elastic' analysis. A critical re-examination of Durand-Claye's method 60
On the Safety of Damaged Masonry Structures: A First Probabilistic Approach 50
A stochastic approach for the limit analysis of masonry arches with uncertain material properties 29
Masonry Arches: Thrust Line and Strength 19
Damaged Masonry Structures: A Probabilistic Approach for Fast Structural Safety Assessment 18
null 3
Totale 9.504
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Categoria #
all - tutte 27.354
article - articoli 9.145
book - libri 0
conference - conferenze 12.222
curatela - curatele 2.076
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.228
Totale 53.025
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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
2025/20266.559 850 1.108 692 796 348 299 995 402 502 567 0 0
Totale 9.504