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

MILANI, GABRIELE
 Distribuzione geografica
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Continente #
NA - Nord America 43.602
AS - Asia 24.069
EU - Europa 22.019
SA - Sud America 5.295
AF - Africa 972
OC - Oceania 82
Continente sconosciuto - Info sul continente non disponibili 17
Totale 96.056
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Nazione #
US - Stati Uniti d'America 42.458
RU - Federazione Russa 10.111
SG - Singapore 8.246
CN - Cina 5.938
IT - Italia 4.476
BR - Brasile 4.304
VN - Vietnam 3.296
KR - Corea 1.656
FR - Francia 1.218
JP - Giappone 1.167
DE - Germania 1.105
GB - Regno Unito 959
CA - Canada 730
FI - Finlandia 598
HK - Hong Kong 553
UA - Ucraina 550
SE - Svezia 487
IE - Irlanda 468
ES - Italia 447
IN - India 441
NL - Olanda 433
TR - Turchia 427
BD - Bangladesh 350
AR - Argentina 329
ID - Indonesia 316
AT - Austria 314
MA - Marocco 294
IR - Iran 235
MX - Messico 212
PH - Filippine 198
IQ - Iraq 195
TW - Taiwan 162
EC - Ecuador 157
ZA - Sudafrica 152
PL - Polonia 132
CI - Costa d'Avorio 128
CO - Colombia 126
PT - Portogallo 125
PK - Pakistan 122
JO - Giordania 110
PE - Perù 106
CH - Svizzera 89
UZ - Uzbekistan 75
VE - Venezuela 75
CL - Cile 74
MY - Malesia 69
TH - Thailandia 68
KE - Kenya 67
SA - Arabia Saudita 65
PY - Paraguay 64
BE - Belgio 63
GR - Grecia 62
EG - Egitto 58
RO - Romania 54
DZ - Algeria 53
AE - Emirati Arabi Uniti 50
AU - Australia 48
NP - Nepal 48
BJ - Benin 47
TN - Tunisia 40
CZ - Repubblica Ceca 35
AZ - Azerbaigian 33
KZ - Kazakistan 33
LT - Lituania 33
CY - Cipro 32
UY - Uruguay 31
HU - Ungheria 30
DO - Repubblica Dominicana 29
ET - Etiopia 29
JM - Giamaica 29
IL - Israele 27
AL - Albania 26
BG - Bulgaria 26
NZ - Nuova Zelanda 26
OM - Oman 26
DK - Danimarca 25
HN - Honduras 25
BO - Bolivia 24
CR - Costa Rica 24
MU - Mauritius 21
HR - Croazia 20
PA - Panama 20
PS - Palestinian Territory 19
SN - Senegal 18
LV - Lettonia 15
RS - Serbia 15
SK - Slovacchia (Repubblica Slovacca) 15
LB - Libano 14
LK - Sri Lanka 14
NG - Nigeria 14
TT - Trinidad e Tobago 13
BH - Bahrain 12
EE - Estonia 12
KG - Kirghizistan 12
NO - Norvegia 12
BY - Bielorussia 11
BA - Bosnia-Erzegovina 10
GT - Guatemala 10
MD - Moldavia 9
SY - Repubblica araba siriana 9
Totale 95.838
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Città #
Ashburn 7.555
Singapore 4.248
Fairfield 3.990
San Jose 3.679
Woodbridge 2.445
Wilmington 1.814
Seattle 1.719
Houston 1.706
Seoul 1.598
Cambridge 1.469
Chandler 1.463
Council Bluffs 1.399
Moscow 1.343
Santa Clara 1.175
Milan 1.157
The Dalles 1.155
Tokyo 1.079
Hefei 1.039
Dallas 978
Ann Arbor 894
Boardman 851
Beijing 796
Lauterbourg 747
Ho Chi Minh City 699
Dong Ket 588
Hanoi 531
Lawrence 504
Los Angeles 496
Hong Kong 459
Dublin 457
Dearborn 438
Ottawa 409
North Charleston 390
New York 347
Jacksonville 321
São Paulo 319
Frankfurt am Main 306
Medford 304
Málaga 298
Vienna 275
San Diego 255
Princeton 237
Helsinki 234
Buffalo 215
London 213
Las Vegas 203
Rome 182
Shanghai 182
Casablanca 176
Kent 172
Des Moines 169
Jakarta 147
Amsterdam 137
Chicago 129
Taipei 127
Rio de Janeiro 126
Abidjan 125
Orem 125
Guangzhou 122
Belo Horizonte 120
Ankara 119
Montreal 119
Redwood City 118
Florence 108
Redmond 108
Falkenstein 99
Amman 97
Salt Lake City 97
Da Nang 94
Columbus 90
Haiphong 88
Atlanta 86
Istanbul 81
Warsaw 81
Brasília 79
Norwalk 76
Mexico City 74
Washington 73
Baghdad 71
Kenitra 71
Brooklyn 69
Tianjin 69
Zhengzhou 67
Johannesburg 66
Redondo Beach 64
Curitiba 63
Lima 63
Phoenix 63
Tashkent 60
Düsseldorf 59
Nairobi 59
Grafing 58
Naples 57
Denver 56
Dhaka 55
Guayaquil 54
Campinas 53
Chennai 53
Porto Alegre 52
Brussels 51
Totale 57.856
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Nome #
Computational methods for masonry vaults: a review of recent results 951
Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system 305
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses 304
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 288
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 288
Kinematic collapse load calculator: Circular arches 285
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries 283
Effective closed form starting point determination for kinetic model interpreting NR vulcanized with sulphur 276
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 259
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 245
Assessment of the seismic failure of reinforced concrete structures considering the directional effects of ground motions 243
Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight 234
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 233
Seismic performance of timber through-tenon joints with shrinkage flaw in tenon 231
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis 231
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches 228
A Strut-and-Tie Topology Optimization Model for the Pushover Analysis of In-Plane Loaded Masonry Walls 221
Advanced numerical analyses on two historical masonry structures in Finale Emilia (Italy) severely damaged by the May 2012 Emilia Romagna seismic event 220
Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study 220
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation 219
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry 217
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry 216
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 215
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 215
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures 214
A multidisciplinary insight into the collapse causes of the masonry clock tower and castle in Finale Emilia, Italy 211
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 210
Simple Nonlinear Numerical Modeling for Unreinforced and FRP-Reinforced Masonry Domes 206
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 206
Efficient image-based homogenized limit analysis for irregular masonry with lumped mortar joints representation 204
2D pixel homogenized limit analysis of non-periodic masonry walls 203
3D homogenized limit analysis of masonry buildings under horizontal loads 202
A combined experimental-numerical rheometric and mechanical characterization of EPM/EPDM rubber for medium voltage cable applications vulcanized with peroxides 201
A Finite Element non-linear heterogeneous approach for the analysis of Fibre Reinforced Polymer masonry arches 201
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 199
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses 198
3D limit analysis voxel approach for the homogenization of masonry with irregular bond 196
3D non-linear behavior of masonry arch bridges 195
Numerical model upgrading of ancient bell towers monitored with a wired sensors network 194
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 192
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 192
Seismic Upgrading of a Masonry Church with FRP Composites 192
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 191
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 191
A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation 189
A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded 189
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control 189
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 188
Closed form homogenization model for masonry in-plane loaded 187
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades 186
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 186
Collapse of the clock-tower in Finale Emilia after the Emilia-Romagna seismic events in May 2012: a numerical insight 185
A closed form solution for the vulcanization prediction of NR cured with sulphur and different accelerators 183
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 183
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures 182
On the Behavior of Fictile Tubules Masonry in Mediterranean Seismic Areas: Application on Masonry Arch 182
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 182
Advanced Modeling of a Historical Masonry Umbrella Vault: Settlement Analysis and Crack Tracking via Adaptive NURBS Kinematic Analysis 182
Seismic assessment of a venetian bell tower taking into account soil-structure interaction 181
3D homogenized limit analysis of non-periodic multi-leaf masonry walls 181
3D upper bound limit analysis of multi-leaf masonry walls 180
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 180
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 180
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 179
FINITE ELEMENT MODEL FOR RUBBER SEISMIC ISOLATION WITH AND WITHOUT S-SHAPED STEEL DAMPERS 178
An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings 177
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: structural analyses 176
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 176
Full 3D FE micro-modelling for single lap shear tests on FRCM reinforcing systems 176
Closed form analytical approach for a second order non-linear ODE interpreting EPDM vulcanization with peroxides 175
Masonry structures in the presence of foundation settlements and unilateral contact problems 175
Seismic performance assessment of three masonry churches through FE Simulations 175
Seismic response of masonry vaulted structures: experimental and numerical modelling 174
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 174
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls 173
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 173
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 173
A novel multi-dimensional viscoelastic mitigation device: Shake table tests and numerical assessment of precast concrete sandwich wall panel structure 173
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 172
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading 172
Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study 172
Fast seismic vulnerability evaluation of Wenfeng Pagoda in Yangzhou,PRC 169
3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips 167
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 167
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 167
Experimental and Numerical Analysis of Historical Aseismic Construction System 167
Settlement analysis of the masonry umbrella vault of the Masegra Castle 167
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 166
Simple Homogenized Numerical Model for the Analysis of Multi-leaf Masonry Walls 166
The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice 166
Kinetic mathematical model with induction and reversion for the vulcanization of natural rubber and ethylene propylene diene monomer blend 165
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unreinforced masonry failure surfaces 165
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels 165
Homogenized failure surfaces of rubble masonry 165
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 164
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 163
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 162
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 162
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 162
Advanced numerical strategies for seismic assessment of historical masonry aggregates 161
Totale 20.399
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Categoria #
all - tutte 292.185
article - articoli 145.110
book - libri 502
conference - conferenze 135.865
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 10.708
Totale 584.370
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.214 0 0 0 0 0 0 0 0 0 0 0 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
2025/202649.783 6.522 8.669 2.920 4.569 2.573 2.145 7.152 3.976 3.898 5.198 1.715 446
Totale 97.097