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

MILANI, GABRIELE
 Distribuzione geografica
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Continente #
NA - Nord America 32.650
EU - Europa 19.590
AS - Asia 15.901
SA - Sud America 4.947
AF - Africa 760
OC - Oceania 66
Continente sconosciuto - Info sul continente non disponibili 17
Totale 73.931
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Nazione #
US - Stati Uniti d'America 31.767
RU - Federazione Russa 10.091
SG - Singapore 6.533
CN - Cina 4.262
BR - Brasile 4.124
IT - Italia 3.544
VN - Vietnam 2.022
DE - Germania 912
GB - Regno Unito 838
CA - Canada 578
FI - Finlandia 537
UA - Ucraina 535
SE - Svezia 474
IE - Irlanda 448
FR - Francia 422
ES - Italia 413
TR - Turchia 385
NL - Olanda 376
KR - Corea 353
IN - India 335
AT - Austria 309
AR - Argentina 292
ID - Indonesia 277
HK - Hong Kong 253
IR - Iran 231
MA - Marocco 214
BD - Bangladesh 195
MX - Messico 169
PH - Filippine 150
JP - Giappone 146
EC - Ecuador 141
IQ - Iraq 127
ZA - Sudafrica 124
CI - Costa d'Avorio 122
PT - Portogallo 109
CO - Colombia 103
PL - Polonia 99
JO - Giordania 85
PE - Perù 82
PK - Pakistan 75
CH - Svizzera 67
PY - Paraguay 58
GR - Grecia 55
BE - Belgio 54
KE - Kenya 52
VE - Venezuela 52
CL - Cile 51
UZ - Uzbekistan 51
BJ - Benin 47
EG - Egitto 46
AE - Emirati Arabi Uniti 44
RO - Romania 44
SA - Arabia Saudita 40
TW - Taiwan 38
AU - Australia 37
MY - Malesia 33
DZ - Algeria 31
CY - Cipro 29
KZ - Kazakistan 29
NP - Nepal 29
CZ - Repubblica Ceca 28
UY - Uruguay 27
HU - Ungheria 26
TN - Tunisia 26
AL - Albania 25
TH - Thailandia 25
IL - Israele 24
DO - Repubblica Dominicana 23
LT - Lituania 23
AZ - Azerbaigian 21
DK - Danimarca 21
ET - Etiopia 21
NZ - Nuova Zelanda 21
MU - Mauritius 20
JM - Giamaica 19
BG - Bulgaria 17
HN - Honduras 17
PA - Panama 16
PS - Palestinian Territory 16
BO - Bolivia 15
OM - Oman 15
LK - Sri Lanka 14
SK - Slovacchia (Repubblica Slovacca) 14
CR - Costa Rica 13
LV - Lettonia 13
EE - Estonia 12
HR - Croazia 12
RS - Serbia 12
LB - Libano 11
SN - Senegal 11
BA - Bosnia-Erzegovina 10
NO - Norvegia 10
TT - Trinidad e Tobago 9
BH - Bahrain 8
BY - Bielorussia 8
EU - Europa 8
KG - Kirghizistan 8
NG - Nigeria 8
GA - Gabon 7
SI - Slovenia 7
Totale 73.780
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Città #
Ashburn 4.746
Fairfield 3.989
Singapore 3.180
Woodbridge 2.443
Wilmington 1.812
Seattle 1.714
Houston 1.684
Cambridge 1.468
Chandler 1.463
Moscow 1.341
Santa Clara 1.099
Hefei 1.034
Ann Arbor 894
Council Bluffs 836
Boardman 742
Beijing 690
Dallas 673
Milan 652
Dong Ket 588
Lawrence 503
Dearborn 438
Dublin 438
Ottawa 407
Los Angeles 387
Ho Chi Minh City 384
Jacksonville 319
Seoul 311
São Paulo 307
Medford 304
Málaga 297
Vienna 272
New York 256
San Diego 249
Princeton 236
Hanoi 224
Hong Kong 201
Buffalo 199
London 197
Helsinki 179
Casablanca 173
Kent 172
Des Moines 160
Frankfurt am Main 160
Rome 154
Shanghai 146
Jakarta 144
Amsterdam 120
Abidjan 119
Redwood City 118
Rio de Janeiro 118
Belo Horizonte 116
The Dalles 114
Ankara 113
San Jose 109
Redmond 108
Falkenstein 99
Florence 93
Chicago 89
Columbus 83
Tokyo 81
Amman 80
Brasília 79
Norwalk 76
Istanbul 71
Guangzhou 66
Redondo Beach 64
Zhengzhou 60
Brooklyn 58
Curitiba 58
Grafing 58
Düsseldorf 57
Johannesburg 57
Mexico City 55
Orem 55
Warsaw 55
Campinas 51
Porto Alegre 50
Bari 48
Cotonou 47
Baghdad 46
Guayaquil 46
Nairobi 46
Phoenix 46
Washington 46
Atlanta 45
Brussels 45
Montreal 45
Tianjin 45
Dhaka 44
Lima 44
Quito 42
Mountain View 41
Turin 41
Da Nang 40
Fremont 40
Lappeenranta 40
Turku 40
Naples 39
Indiana 38
Nanjing 38
Totale 41.787
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Nome #
Computational methods for masonry vaults: a review of recent results 873
Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system 273
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries 258
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 257
Effective closed form starting point determination for kinetic model interpreting NR vulcanized with sulphur 255
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses 255
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 248
Kinematic collapse load calculator: Circular arches 246
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 219
Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight 206
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis 201
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches 198
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 197
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation 192
A Strut-and-Tie Topology Optimization Model for the Pushover Analysis of In-Plane Loaded Masonry Walls 190
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 188
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 187
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures 186
Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study 183
A multidisciplinary insight into the collapse causes of the masonry clock tower and castle in Finale Emilia, Italy 182
3D homogenized limit analysis of masonry buildings under horizontal loads 181
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry 180
Advanced numerical analyses on two historical masonry structures in Finale Emilia (Italy) severely damaged by the May 2012 Emilia Romagna seismic event 179
2D pixel homogenized limit analysis of non-periodic masonry walls 176
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 176
Numerical model upgrading of ancient bell towers monitored with a wired sensors network 174
A combined experimental-numerical rheometric and mechanical characterization of EPM/EPDM rubber for medium voltage cable applications vulcanized with peroxides 172
Seismic Upgrading of a Masonry Church with FRP Composites 172
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 171
Efficient image-based homogenized limit analysis for irregular masonry with lumped mortar joints representation 170
A Finite Element non-linear heterogeneous approach for the analysis of Fibre Reinforced Polymer masonry arches 170
A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation 169
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 168
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry 168
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses 168
3D non-linear behavior of masonry arch bridges 167
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 166
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 165
3D upper bound limit analysis of multi-leaf masonry walls 162
3D limit analysis voxel approach for the homogenization of masonry with irregular bond 162
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 161
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 161
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control 161
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 160
A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded 159
Closed form analytical approach for a second order non-linear ODE interpreting EPDM vulcanization with peroxides 158
Closed form homogenization model for masonry in-plane loaded 158
Masonry structures in the presence of foundation settlements and unilateral contact problems 155
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 154
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 153
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: structural analyses 153
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 153
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades 153
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 153
Seismic response of masonry vaulted structures: experimental and numerical modelling 152
A closed form solution for the vulcanization prediction of NR cured with sulphur and different accelerators 152
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls 151
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 150
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading 150
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 149
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 149
Seismic performance assessment of three masonry churches through FE Simulations 149
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 149
An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings 148
Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded 147
Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study 147
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 147
3D homogenized limit analysis of non-periodic multi-leaf masonry walls 147
Fast seismic vulnerability evaluation of Wenfeng Pagoda in Yangzhou,PRC 146
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unreinforced masonry failure surfaces 145
On the Behavior of Fictile Tubules Masonry in Mediterranean Seismic Areas: Application on Masonry Arch 145
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures 144
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels 144
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 144
FINITE ELEMENT MODEL FOR RUBBER SEISMIC ISOLATION WITH AND WITHOUT S-SHAPED STEEL DAMPERS 143
Assessment of bonding stresses between FRP sheets and masonry pillars during delamination tests 141
3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips 141
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 140
Homogenized rigid-plastic model for masonry walls subjected to impact 139
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 139
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 139
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 139
Assessment of curved FRP-reinforced masonry prisms: Experiments and modeling 139
Simple Nonlinear Numerical Modeling for Unreinforced and FRP-Reinforced Masonry Domes 138
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 138
Simple Homogenized Numerical Model for the Analysis of Multi-leaf Masonry Walls 138
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 137
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 137
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 136
Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP 136
The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice 136
Advanced Modeling of a Historical Masonry Umbrella Vault: Settlement Analysis and Crack Tracking via Adaptive NURBS Kinematic Analysis 135
Experimental and Numerical Analysis of Historical Aseismic Construction System 134
Modal pushover and response history analyses of a masonry chimney before and after shortening 133
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 133
Low cost friction seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study 133
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 133
Practical designs and seismic performances of residential masonry building isolated with fiber reinforced elastomeric isolators 133
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations 133
Full 3D FE micro-modelling for single lap shear tests on FRCM reinforcing systems 133
Totale 17.113
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Categoria #
all - tutte 247.727
article - articoli 124.275
book - libri 426
conference - conferenze 113.947
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 9.079
Totale 495.454
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213.686 0 0 0 0 0 0 833 394 425 475 345 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
2025/202627.614 6.522 8.669 2.920 4.569 2.573 2.145 216 0 0 0 0 0
Totale 74.928