MILANI, Gabriele
 Distribuzione geografica
Continente #
NA - Nord America 3.575
EU - Europa 871
AS - Asia 723
AF - Africa 2
Totale 5.171
Nazione #
US - Stati Uniti d'America 3.562
CN - Cina 409
UA - Ucraina 264
TR - Turchia 158
DE - Germania 144
GB - Regno Unito 136
SG - Singapore 133
IT - Italia 131
SE - Svezia 73
FI - Finlandia 62
FR - Francia 14
CA - Canada 13
RU - Federazione Russa 10
BE - Belgio 8
IN - India 6
PL - Polonia 6
ID - Indonesia 5
LT - Lituania 5
IR - Iran 4
NL - Olanda 4
ES - Italia 3
PT - Portogallo 3
BA - Bosnia-Erzegovina 2
EG - Egitto 2
MY - Malesia 2
AE - Emirati Arabi Uniti 1
BG - Bulgaria 1
CH - Svizzera 1
CY - Cipro 1
EE - Estonia 1
GR - Grecia 1
HK - Hong Kong 1
HU - Ungheria 1
IE - Irlanda 1
JP - Giappone 1
TW - Taiwan 1
VN - Vietnam 1
Totale 5.171
Città #
Woodbridge 533
Fairfield 482
Jacksonville 309
Houston 306
Ann Arbor 251
Chandler 235
Ashburn 186
Wilmington 181
Seattle 171
Cambridge 134
Izmir 122
Beijing 101
Singapore 93
Nanjing 91
Princeton 74
Boardman 57
Milan 36
Shenyang 33
Addison 32
San Diego 31
Shanghai 25
Ferrara 23
Los Angeles 20
Hebei 18
Norwalk 17
Santa Clara 17
Changsha 15
Nanchang 15
Auburn Hills 14
Tianjin 14
London 13
Jinan 12
Dearborn 11
Toronto 11
Redmond 10
Helsinki 9
Jiaxing 9
Redwood City 9
San Mateo 9
Brussels 8
Orange 8
Bremen 7
Kunming 7
Mountain View 7
Ningbo 7
Tappahannock 7
Warsaw 6
Candia Lomellina 5
Frankfurt am Main 5
Jakarta 5
New York 5
Zhengzhou 5
Des Moines 4
Falls Church 4
Guangzhou 4
San Francisco 4
Taizhou 4
Hounslow 3
Philadelphia 3
Amsterdam 2
Bulgarograsso 2
Butterworth 2
Changchun 2
Chicago 2
Florence 2
Genova 2
Hyderabad 2
Indiana 2
Lanzhou 2
Lincoln 2
Munich 2
Naples 2
Nizhniy Novgorod 2
Odessa 2
Ottawa 2
Perugia 2
Rome 2
Sarajevo 2
Wandsworth 2
Washington 2
Acton 1
Alicante 1
Ankara 1
Aradeo 1
Atatürk 1
Bangalore 1
Bari 1
Bologna 1
Budapest 1
Caserta 1
Catania 1
Centro 1
Chengdu 1
Chiswick 1
Dubai 1
Dublin 1
Eboli 1
Ferrara di Monte Baldo 1
Fuzhou 1
Gorgonzola 1
Totale 3.899
Nome #
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 133
Homogenised limit analysis of masonry walls. Part II: structural examples 132
A kinematic limit analysis model for thick English bond masonry walls 127
3D homogenized limit analysis of masonry buildings under horizontal loads 124
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 123
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 118
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 110
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 109
Fast kinematic limit analysis of masonry walls with out-of-plane loading 109
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 108
Analysis of masonry structures: review of and recent trends in homogenisation techniques 106
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 106
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 106
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 105
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 104
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 104
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 102
Simple numerical model with second order effects for out-of-plane loaded masonry walls 101
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 101
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 99
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 99
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 94
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new Genetic Algorithm NURBS-based approach 94
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 92
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations 87
Genetic Algorithm for the determination of binodal curves in ternary systems Polymer / Liquid(1) / Liquid(2) and Polymer(1) / Polymer(2) / Solvent 85
null 84
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 81
Vulnerability assessment of masonry churches through an automated fast limit analysis approach 79
F.E limit analysis strategies for masonry structures in-and-out-of-plane loaded 76
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 76
Homogenized rigid-plastic models for masonry walls subjected to impacts 75
Nonlinear Analysis of Historical Masonry Walls: a Homogenisation Procedure and F.E.M. Models 73
SEISMIC ASSESSMENT OF A MEDIEVAL MASONRY TOWER IN NORTHERN ITALY BY LIMIT, NONLINEAR STATIC, AND FULL DYNAMIC ANALYSES 72
2-D non-linear seismic analysis of a historical masonry building in Ferrara 71
A Genetic Algorithm adaptive homogeneous approach for evaluating settlement-induced cracks in masonry walls 71
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 70
A numerical and experimental analysis of unbonded brickwork panels laterally loaded 66
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading 66
Homogenization and limit analysis for masonry shells 64
A simple homogenized micro mechanical model for the analysis at the collapse of out-of-plane loaded masonry walls 64
Upper bound limit analysis model for FRP-reinforced masonry curved structures. Part II : structural analysis 64
A kinematic limit analysis approach for masonry buildings: in- and out-of-plane failure mechanisms 61
Approximate limit analysis of full scale FRP-reinforced masonry building through a 3D homogenized FE package 61
Limit analysis of masonry vaults by means of curved finite elements and homogenization 60
Seismic assessment of medieval masonry tower in the northern Italy: full non linear static and dynamic analysis 60
A simple micro-mechanical model for the homogenised limit analysis of masonry walls 59
3D asymptotic model for CFRP reinforced masonry Walls 59
Homogenisation approaches for structural analysis of masonry structures 58
On unilateral contact between rigid masonry blocks 58
Un modello per murature rinforzate con FRP: analisi del comportamento meccanico e sensitività di pannelli murari al variare del posizionamento del rinforzo 58
Failure load of FRP strengthened masonry walls: experimental results and numerical models 57
Un approccio probabilistico per la valutazione della vulnerabilità sismica di edifici in muratura 57
Numerical analysis of masonry walls out-of-plane loaded 55
Homogenized upper bound FE limit analysis model for FRP-reinforced masonry vaults 55
Sul calcolo del moltiplicatore di collasso di volte in muratura fibro rinforzate 52
A plate asymptotic model for unreinforced and FRP reinforced masonry walls 52
Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls 51
Un semplice modello micromeccanico per la derivazione delle equazioni costitutive di pareti in muratura (A simple micro-mechanical model for the derivation of masonry constitutive equations) 51
Limit equilibrium state for FRP reinforced masonry walls under in plane actions 49
Modeling masonry with limit analysis finite elements: review, applications and new directions 43
A homogenization kinematic FE model for two-wythes English bond masonry walls 42
A Structural Paradox in the Church of the Nativity: FE Static Analyses 41
Adaptive limit analysis of historical masonry structures modeled as NURBS solids 40
Sulla capacità portante di pannelli in muratura fibrorinforzati: confronto fra modellazione numerica e risultati sperimentali 40
Limit analysis of masonry arch bridges through an adaptive GA-NURBS upper-bound approach 37
null 34
Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part I: Experimental tests 24
A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures 13
Modelling and analysis of FRP-strengthened masonry panels 3
Totale 5.260
Categoria #
all - tutte 25.502
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 25.502


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020697 0 0 0 0 57 121 92 115 81 105 103 23
2020/2021752 58 64 40 96 27 94 34 85 21 88 87 58
2021/2022591 39 63 66 8 25 33 29 25 21 52 56 174
2022/2023596 76 19 42 59 112 85 27 46 72 5 37 16
2023/2024230 42 48 10 9 11 4 11 15 3 4 3 70
2024/2025268 24 58 109 60 17 0 0 0 0 0 0 0
Totale 5.260