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

MILANI, GABRIELE
 Distribuzione geografica
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Continente #
NA - Nord America 32.118
EU - Europa 19.426
AS - Asia 14.789
SA - Sud America 4.885
AF - Africa 735
OC - Oceania 66
Continente sconosciuto - Info sul continente non disponibili 17
Totale 72.036
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Nazione #
US - Stati Uniti d'America 31.279
RU - Federazione Russa 10.084
SG - Singapore 5.814
BR - Brasile 4.085
CN - Cina 4.027
IT - Italia 3.502
VN - Vietnam 1.969
DE - Germania 907
GB - Regno Unito 812
CA - Canada 556
FI - Finlandia 533
UA - Ucraina 532
SE - Svezia 460
IE - Irlanda 446
FR - Francia 408
ES - Italia 402
TR - Turchia 377
NL - Olanda 368
KR - Corea 353
IN - India 324
AT - Austria 308
AR - Argentina 283
ID - Indonesia 274
HK - Hong Kong 243
IR - Iran 231
MA - Marocco 212
BD - Bangladesh 183
MX - Messico 150
PH - Filippine 146
EC - Ecuador 138
JP - Giappone 131
CI - Costa d'Avorio 122
IQ - Iraq 116
ZA - Sudafrica 115
PT - Portogallo 109
CO - Colombia 101
JO - Giordania 83
PL - Polonia 83
PE - Perù 82
PK - Pakistan 70
CH - Svizzera 66
PY - Paraguay 57
BE - Belgio 54
GR - Grecia 54
UZ - Uzbekistan 51
VE - Venezuela 49
KE - Kenya 48
BJ - Benin 47
CL - Cile 47
EG - Egitto 43
RO - Romania 42
AE - Emirati Arabi Uniti 40
SA - Arabia Saudita 38
AU - Australia 37
MY - Malesia 33
TW - Taiwan 30
CY - Cipro 29
CZ - Repubblica Ceca 28
DZ - Algeria 28
KZ - Kazakistan 28
NP - Nepal 27
UY - Uruguay 27
HU - Ungheria 26
AL - Albania 25
TH - Thailandia 25
TN - Tunisia 24
IL - Israele 23
DO - Repubblica Dominicana 22
DK - Danimarca 21
ET - Etiopia 21
NZ - Nuova Zelanda 21
MU - Mauritius 20
AZ - Azerbaigian 19
JM - Giamaica 19
LT - Lituania 18
BG - Bulgaria 17
HN - Honduras 17
PA - Panama 16
PS - Palestinian Territory 16
BO - Bolivia 14
OM - Oman 14
SK - Slovacchia (Repubblica Slovacca) 14
CR - Costa Rica 13
LK - Sri Lanka 13
LV - Lettonia 13
EE - Estonia 12
HR - Croazia 12
RS - Serbia 11
BA - Bosnia-Erzegovina 10
LB - Libano 10
SN - Senegal 10
NO - Norvegia 9
TT - Trinidad e Tobago 9
BH - Bahrain 8
BY - Bielorussia 8
EU - Europa 8
KG - Kirghizistan 8
GA - Gabon 7
NG - Nigeria 7
SI - Slovenia 7
Totale 71.888
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Città #
Ashburn 4.647
Fairfield 3.989
Singapore 2.967
Woodbridge 2.443
Wilmington 1.812
Seattle 1.713
Houston 1.679
Cambridge 1.468
Chandler 1.463
Moscow 1.340
Santa Clara 1.097
Hefei 1.032
Ann Arbor 894
Council Bluffs 809
Boardman 741
Beijing 677
Dallas 667
Milan 642
Dong Ket 588
Lawrence 503
Dearborn 438
Dublin 436
Ottawa 407
Ho Chi Minh City 368
Los Angeles 348
Jacksonville 319
Seoul 311
Medford 304
São Paulo 300
Málaga 297
Vienna 271
San Diego 249
Princeton 236
New York 220
Hanoi 210
Buffalo 199
London 193
Hong Kong 192
Helsinki 177
Casablanca 172
Kent 172
Des Moines 159
Frankfurt am Main 156
Rome 148
Jakarta 142
Shanghai 140
Abidjan 119
Redwood City 118
Rio de Janeiro 117
Amsterdam 116
Belo Horizonte 116
The Dalles 114
Redmond 108
Ankara 106
Falkenstein 99
Florence 93
Chicago 84
Columbus 83
Amman 78
Brasília 78
Norwalk 76
Istanbul 70
Tokyo 70
Redondo Beach 64
Guangzhou 60
Grafing 58
Curitiba 57
Düsseldorf 57
Zhengzhou 56
Brooklyn 53
Campinas 51
Johannesburg 51
Mexico City 50
Porto Alegre 49
Bari 48
Cotonou 47
Guayaquil 46
Washington 46
Brussels 45
Lima 44
Dhaka 43
Nairobi 42
Quito 42
Mountain View 41
Turin 41
Baghdad 40
Fremont 40
Turku 40
Warsaw 40
Tianjin 39
Atlanta 38
Indiana 38
Lappeenranta 38
Naples 38
Paris 38
Phoenix 38
Tehran 38
Da Nang 37
Ferrara 37
Tashkent 37
Totale 41.047
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Nome #
Computational methods for masonry vaults: a review of recent results 860
Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system 266
Effective closed form starting point determination for kinetic model interpreting NR vulcanized with sulphur 254
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries 254
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 253
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses 251
Augustus Bridge in Narni (Italy): Seismic Vulnerability Assessment of the Still Standing Part, Possible Causes of Collapse, and Importance of the Roman Concrete Infill in the Seismic-Resistant Behavior 245
Kinematic collapse load calculator: Circular arches 243
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 216
Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight 201
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis 199
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches 197
Analisi di una struttura complessa in muratura: la volta ad ombrello della camera picta di Castel Masegra a Sondrio Analysis of a complex masonry structure: the umbrella vault of the camera picta in Masegra Castle, Sondrio 190
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation 189
A Strut-and-Tie Topology Optimization Model for the Pushover Analysis of In-Plane Loaded Masonry Walls 186
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 185
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures 184
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 184
A multidisciplinary insight into the collapse causes of the masonry clock tower and castle in Finale Emilia, Italy 180
3D homogenized limit analysis of masonry buildings under horizontal loads 179
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry 178
Advanced numerical analyses on two historical masonry structures in Finale Emilia (Italy) severely damaged by the May 2012 Emilia Romagna seismic event 177
Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study 177
2D pixel homogenized limit analysis of non-periodic masonry walls 175
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 174
Numerical model upgrading of ancient bell towers monitored with a wired sensors network 171
Seismic Upgrading of a Masonry Church with FRP Composites 170
A combined experimental-numerical rheometric and mechanical characterization of EPM/EPDM rubber for medium voltage cable applications vulcanized with peroxides 168
Seismic vulnerability of masonry buildings: Numerical insight on damage causes for residential buildings by the 2016 central Italy seismic sequence and evaluation of strengthening techniques 168
A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation 167
A Finite Element non-linear heterogeneous approach for the analysis of Fibre Reinforced Polymer masonry arches 167
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry 165
Failures and damages of historical masonry structures induced by 2012 northern and 2016-17 central Italy seismic sequences: Critical issues and new perspectives towards seismic prevention 164
Efficient image-based homogenized limit analysis for irregular masonry with lumped mortar joints representation 164
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 164
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses 164
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 164
3D non-linear behavior of masonry arch bridges 163
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 161
3D limit analysis voxel approach for the homogenization of masonry with irregular bond 161
3D upper bound limit analysis of multi-leaf masonry walls 159
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 158
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 158
A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded 157
Closed form analytical approach for a second order non-linear ODE interpreting EPDM vulcanization with peroxides 156
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control 156
Closed form homogenization model for masonry in-plane loaded 156
Masonry structures in the presence of foundation settlements and unilateral contact problems 154
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: structural analyses 152
Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms 152
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 152
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 151
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades 151
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 151
Seismic response of masonry vaulted structures: experimental and numerical modelling 150
A closed form solution for the vulcanization prediction of NR cured with sulphur and different accelerators 150
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls 149
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 149
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading 149
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 147
Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded 146
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 146
An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings 146
Seismic performance assessment of three masonry churches through FE Simulations 146
Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study 146
Fast seismic vulnerability evaluation of Wenfeng Pagoda in Yangzhou,PRC 145
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 145
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 145
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unreinforced masonry failure surfaces 144
3D homogenized limit analysis of non-periodic multi-leaf masonry walls 144
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures 143
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 143
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels 142
FINITE ELEMENT MODEL FOR RUBBER SEISMIC ISOLATION WITH AND WITHOUT S-SHAPED STEEL DAMPERS 140
On the Behavior of Fictile Tubules Masonry in Mediterranean Seismic Areas: Application on Masonry Arch 140
Assessment of bonding stresses between FRP sheets and masonry pillars during delamination tests 139
3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips 139
Homogenized rigid-plastic model for masonry walls subjected to impact 138
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 138
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 137
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 137
Simple Homogenized Numerical Model for the Analysis of Multi-leaf Masonry Walls 137
Assessment of curved FRP-reinforced masonry prisms: Experiments and modeling 137
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 135
Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP 135
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 134
Historic city centers after destructive seismic events, the case of finale Emilia during the 2012 Emilia-Romagna earthquake: Advanced numerical modelling on four case studies 133
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 133
Experimental and Numerical Analysis of Historical Aseismic Construction System 133
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 133
The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice 133
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 132
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations 132
Advanced Modeling of a Historical Masonry Umbrella Vault: Settlement Analysis and Crack Tracking via Adaptive NURBS Kinematic Analysis 132
Full 3D FE micro-modelling for single lap shear tests on FRCM reinforcing systems 132
Modal pushover and response history analyses of a masonry chimney before and after shortening 131
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 131
Practical designs and seismic performances of residential masonry building isolated with fiber reinforced elastomeric isolators 131
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches 130
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control 130
Totale 16.848
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Categoria #
all - tutte 242.837
article - articoli 121.843
book - libri 418
conference - conferenze 111.671
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.905
Totale 485.674
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213.963 0 0 0 0 0 277 833 394 425 475 345 1.214
2021/20224.475 220 382 284 175 367 325 336 301 319 249 638 879
2022/20234.429 634 231 163 303 429 543 151 343 645 465 385 137
2023/20243.416 206 570 252 301 288 384 287 166 138 224 111 489
2024/202513.449 166 378 278 372 1.887 908 676 1.305 1.997 1.117 1.943 2.422
2025/202625.669 6.522 8.669 2.920 4.569 2.573 416 0 0 0 0 0 0
Totale 72.983