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

MILANI, GABRIELE
 Distribuzione geografica
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Continente #
NA - Nord America 22.936
EU - Europa 6.588
AS - Asia 2.545
AF - Africa 144
SA - Sud America 131
OC - Oceania 41
Continente sconosciuto - Info sul continente non disponibili 11
Totale 32.396
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Nazione #
US - Stati Uniti d'America 22.471
IT - Italia 2.703
VN - Vietnam 980
CN - Cina 594
UA - Ucraina 490
DE - Germania 480
GB - Regno Unito 463
CA - Canada 440
SE - Svezia 438
FI - Finlandia 434
IE - Irlanda 410
ES - Italia 347
AT - Austria 243
TR - Turchia 181
IR - Iran 151
FR - Francia 147
IN - India 112
SG - Singapore 98
PT - Portogallo 76
CI - Costa d'Avorio 68
NL - Olanda 64
PH - Filippine 63
HK - Hong Kong 59
JO - Giordania 58
CH - Svizzera 50
ID - Indonesia 50
JP - Giappone 46
PE - Perù 46
BE - Belgio 40
BR - Brasile 35
GR - Grecia 35
RU - Federazione Russa 33
CO - Colombia 30
KR - Corea 30
AU - Australia 27
RO - Romania 27
MX - Messico 20
MU - Mauritius 19
EG - Egitto 18
PK - Pakistan 17
PL - Polonia 17
AL - Albania 15
HU - Ungheria 15
MY - Malesia 15
NZ - Nuova Zelanda 14
AE - Emirati Arabi Uniti 13
CY - Cipro 13
IQ - Iraq 13
DZ - Algeria 11
TH - Thailandia 11
CZ - Repubblica Ceca 10
EC - Ecuador 8
EU - Europa 8
TW - Taiwan 8
CL - Cile 7
ET - Etiopia 7
RS - Serbia 7
TN - Tunisia 7
HR - Croazia 6
KZ - Kazakistan 6
SK - Slovacchia (Repubblica Slovacca) 6
MA - Marocco 5
MT - Malta 5
PS - Palestinian Territory 5
UZ - Uzbekistan 5
AR - Argentina 4
BA - Bosnia-Erzegovina 4
BG - Bulgaria 4
LK - Sri Lanka 4
NG - Nigeria 4
NO - Norvegia 4
SY - Repubblica araba siriana 4
BY - Bielorussia 3
CU - Cuba 3
NP - Nepal 3
SI - Slovenia 3
A1 - Anonimo 2
BD - Bangladesh 2
DK - Danimarca 2
EE - Estonia 2
IL - Israele 2
LU - Lussemburgo 2
ZA - Sudafrica 2
BO - Bolivia 1
BS - Bahamas 1
LB - Libano 1
LT - Lituania 1
LV - Lettonia 1
ME - Montenegro 1
MO - Macao, regione amministrativa speciale della Cina 1
SD - Sudan 1
SV - El Salvador 1
UG - Uganda 1
XK - ???statistics.table.value.countryCode.XK??? 1
ZM - Zambia 1
Totale 32.396
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Città #
Fairfield 3.988
Woodbridge 2.443
Ashburn 1.868
Wilmington 1.811
Houston 1.652
Seattle 1.643
Cambridge 1.467
Chandler 1.461
Ann Arbor 894
Dong Ket 588
Lawrence 502
Milan 444
Dearborn 438
Dublin 405
Ottawa 402
Jacksonville 310
Medford 304
Málaga 300
Beijing 260
San Diego 247
Vienna 239
Princeton 236
Des Moines 158
Helsinki 155
Redwood City 118
New York 109
Redmond 108
Rome 89
London 84
Norwalk 76
Ankara 74
Abidjan 68
Grafing 58
Amman 56
Shanghai 49
Columbus 48
Florence 44
Boardman 43
Washington 42
Mountain View 41
Fremont 40
Indiana 38
Brussels 36
Bari 34
Istanbul 34
Falls Church 33
Zhengzhou 32
Bologna 31
Ferrara 27
Hong Kong 27
Padova 27
Paris 26
Genoa 23
Arosio 22
Miami 22
Nanjing 22
Naples 21
Perugia 20
Reggio Nell'emilia 20
Amsterdam 19
Falkenstein 19
Hefei 19
Hounslow 18
Napoli 18
Auburn Hills 17
Jakarta 17
Lausanne 17
Palermo 17
Turin 17
Cagliari 16
Kunming 16
Lima 16
Phoenix 16
Uxbridge 16
Central 15
Nanchang 15
Rende 15
São Paulo 15
Tehran 15
Portland 14
Bern 13
Bristol 13
Guangzhou 13
Verona 13
Wuhan 13
Caserta 12
Esfahan 12
Kilburn 12
Santiago de Cali 12
Sarno 12
Anderson 11
Budapest 11
Catania 11
Dallas 11
Groningen 11
Islington 11
Lecco 11
Lisbon 11
Sheffield 11
Barcelos 10
Totale 24.438
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Nome #
Computational methods for masonry vaults: a review of recent results 495
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries 177
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses 149
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 144
Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight 133
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis 132
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches 128
3D homogenized limit analysis of masonry buildings under horizontal loads 122
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 122
Kinematic collapse load calculator: Circular arches 122
Seismic Upgrading of a Masonry Church with FRP Composites 121
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 120
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 114
Numerical model upgrading of ancient bell towers monitored with a wired sensors network 113
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 113
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation 112
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: structural analyses 111
A Strut-and-Tie Topology Optimization Model for the Pushover Analysis of In-Plane Loaded Masonry Walls 111
A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation 110
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 108
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures 106
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry 106
Homogenized rigid-plastic model for masonry walls subjected to impact 105
Seismic response of masonry vaulted structures: experimental and numerical modelling 105
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 105
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 105
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 105
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unreinforced masonry failure surfaces 104
A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded 103
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 103
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 102
Four approaches to determine masonry strength domain 101
Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system 101
Assessment of bonding stresses between FRP sheets and masonry pillars during delamination tests 100
Homogenised limit analysis of masonry walls. Part II: structural examples 100
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels 100
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 100
Seismic assessment of a medieval masonry tower in Northern Italy by limit, non-linear static and full dynamic analyses 99
Lesson learned after the Emilia-Romagna, Italy, 20–29 May 2012 earthquakes: A limit analysis insight on three masonry churches 97
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures 97
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 96
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 94
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 94
3D upper bound limit analysis of multi-leaf masonry walls 93
A combined experimental-numerical rheometric and mechanical characterization of EPM/EPDM rubber for medium voltage cable applications vulcanized with peroxides 93
Homogenization approach for the evaluation of crack patterns induced by foundation settlement on an old masonry building 92
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades 92
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control 92
Assessment of curved FRP-reinforced masonry prisms: Experiments and modeling 92
COMBINED NUMERICAL, FINITE ELEMENT AND EXPERIMENTAL-OPTIMIZATION APPROACH IN THE PRODUCTION PROCESS OF MEDIUM-VOLTAGE, RUBBER-INSULATED ELECTRIC CABLES VULCANIZED WITH STEAM WATER. PART 1: DSC AND RHEOMETER EXPERIMENTAL RESULTS 91
A Finite Element non-linear heterogeneous approach for the analysis of Fibre Reinforced Polymer masonry arches 91
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 90
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 90
Masonry structures in the presence of foundation settlements and unilateral contact problems 90
Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study 90
Numerical insight into the seismic behavior of eight masonry towers in Northern Italy: FE pushover vs non-linear dynamic analyses 90
A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures 89
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 89
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 89
2D pixel homogenized limit analysis of non-periodic masonry walls 89
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 89
Seismic performance assessment of three masonry churches through FE Simulations 89
3D non-linear behavior of masonry arch bridges 88
Advanced numerical analyses on two historical masonry structures in Finale Emilia (Italy) severely damaged by the May 2012 Emilia Romagna seismic event 88
Seismic behavior of the San Pietro di Coppito church bell tower in L’Aquila, Italy 88
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 88
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading 88
Closed form homogenization model for masonry in-plane loaded 88
Effective GA approach for a direct evaluation of reaction kinetic within EPDM accelerated sulphur crosslinking 87
Iterative robust numerical procedure for the determination of kinetic constants in Han’s model for NR cured with sulphur 87
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 87
Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in finale emilia (Modena, Italy) 86
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 86
Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 2, structural implementation and validation. 86
Non-linear dynamic analyses of 3D masonry structures by means of a Homogenized Rigid Body and Spring Model (HRBSM) 86
ANALYSIS OF DAMAGE DUE TO ARTILLERY STRIKES ON TWO TYPES OF FORTRESS TYPICAL OF THE MIDDLE AGES AND OF THE RENAISSANCE PERIODS 85
Simple kinetic numerical model based on rheometer data for Ethylene–Propylene–Diene Monomer accelerated sulfur crosslinking 84
3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips 84
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 84
An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings 84
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 84
Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded 83
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 83
Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis 83
Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy 83
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 83
A closed form solution for the vulcanization prediction of NR cured with sulphur and different accelerators 83
Modal pushover and response history analyses of a masonry chimney before and after shortening 83
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls 83
Fast seismic vulnerability evaluation of Wenfeng Pagoda in Yangzhou,PRC 83
Homogenized limit analysis of masonry structures with random input properties: polynomial response surface approximation and Monte Carlo simulations 83
Pushover analysis of large scale unreinforced masonry structures by means of a fully 2D non-linear model 82
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 82
FEM/DEM Approach for the Analysis of Masonry Arch Bridges 82
Seismic capacity of masonry groin vaults through upper bound limit analysis 82
Simplified closed form numerical approaches to predict Natural Rubber behavior under sulfur curing in standard rheometer tests 82
A multidisciplinary insight into the collapse causes of the masonry clock tower and castle in Finale Emilia, Italy 81
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 81
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry 81
Seismic assessment of historical masonry towers in the north-east region of Italy 81
Totale 10.107
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Categoria #
all - tutte 121.791
article - articoli 63.987
book - libri 223
conference - conferenze 53.233
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.348
Totale 243.582
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20192.306 0 0 0 0 0 0 0 0 0 0 1.257 1.049
2019/20208.670 465 552 249 618 971 1.051 1.084 877 1.025 521 870 387
2020/20215.539 355 318 337 300 266 277 833 394 425 475 345 1.214
2021/20224.475 220 382 284 175 367 325 336 301 319 249 638 879
2022/20234.432 634 231 163 303 429 543 151 343 645 468 385 137
2023/20242.823 207 571 252 301 290 384 288 166 138 224 2 0
Totale 33.275