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

TALIERCIO, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 12.903
EU - Europa 8.368
AS - Asia 5.600
SA - Sud America 1.109
Continente sconosciuto - Info sul continente non disponibili 302
AF - Africa 284
OC - Oceania 58
Totale 28.624
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Nazione #
US - Stati Uniti d'America 12.492
IT - Italia 2.854
RU - Federazione Russa 2.099
SG - Singapore 1.802
CN - Cina 1.442
BR - Brasile 921
VN - Vietnam 737
GB - Regno Unito 540
DE - Germania 490
UA - Ucraina 455
FR - Francia 380
CA - Canada 311
FI - Finlandia 306
KR - Corea 302
SE - Svezia 263
JP - Giappone 210
IN - India 199
NL - Olanda 153
HK - Hong Kong 150
IE - Irlanda 147
ES - Italia 138
AT - Austria 133
BD - Bangladesh 112
CH - Svizzera 104
MA - Marocco 98
TR - Turchia 98
MY - Malesia 93
ZA - Sudafrica 66
IR - Iran 59
JO - Giordania 49
IQ - Iraq 48
AR - Argentina 47
AU - Australia 47
ID - Indonesia 44
TW - Taiwan 44
PL - Polonia 43
HU - Ungheria 36
MX - Messico 33
BE - Belgio 32
PE - Perù 32
PH - Filippine 32
CO - Colombia 30
DK - Danimarca 30
PK - Pakistan 27
EC - Ecuador 26
GR - Grecia 26
HR - Croazia 26
EG - Egitto 25
PT - Portogallo 25
CL - Cile 23
UZ - Uzbekistan 22
DZ - Algeria 21
TH - Thailandia 21
CI - Costa d'Avorio 17
IL - Israele 17
SA - Arabia Saudita 17
NP - Nepal 16
KE - Kenya 14
RO - Romania 14
VE - Venezuela 14
CR - Costa Rica 13
TN - Tunisia 13
AL - Albania 12
CZ - Repubblica Ceca 12
JM - Giamaica 12
AE - Emirati Arabi Uniti 10
LB - Libano 10
NZ - Nuova Zelanda 10
ET - Etiopia 9
MT - Malta 9
UY - Uruguay 8
HN - Honduras 7
HT - Haiti 7
LT - Lituania 7
PY - Paraguay 7
TT - Trinidad e Tobago 7
BY - Bielorussia 6
AZ - Azerbaigian 5
EU - Europa 5
MU - Mauritius 5
OM - Oman 5
BB - Barbados 4
GT - Guatemala 4
KZ - Kazakistan 4
LK - Sri Lanka 4
LV - Lettonia 4
BF - Burkina Faso 3
BG - Bulgaria 3
BW - Botswana 3
CY - Cipro 3
GE - Georgia 3
IS - Islanda 3
KG - Kirghizistan 3
NO - Norvegia 3
PA - Panama 3
PR - Porto Rico 3
RS - Serbia 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
Totale 28.290
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Città #
Ashburn 1.875
San Jose 1.187
Singapore 939
Fairfield 856
Milan 723
Woodbridge 708
Chandler 576
Wilmington 514
Houston 482
Council Bluffs 419
Ann Arbor 401
Cambridge 389
Seattle 361
Santa Clara 349
The Dalles 301
Jacksonville 276
Dallas 273
Boardman 270
Seoul 244
Moscow 238
Beijing 225
Hefei 216
Dearborn 181
Tokyo 181
Lawrence 179
Medford 179
Ottawa 175
Rome 169
Lauterbourg 168
London 155
Hanoi 148
Ho Chi Minh City 142
Dublin 137
Los Angeles 127
Helsinki 123
Vienna 115
North Charleston 114
Dong Ket 113
New York 108
Redwood City 85
Kuala Lumpur 74
Bern 71
Hong Kong 69
Málaga 65
Bologna 64
Shanghai 62
Washington 61
São Paulo 59
Des Moines 55
Piscataway 55
Buffalo 53
San Diego 53
Erlangen 52
Naples 50
Guangzhou 49
Johannesburg 49
Amman 47
Amsterdam 46
Florence 46
Frankfurt am Main 44
Las Vegas 44
Kenitra 41
Orem 39
Turin 39
Casablanca 37
Kent 37
Genoa 34
Belo Horizonte 33
Columbus 33
Norwalk 33
Taipei 32
Budapest 27
Denver 27
Hangzhou 27
Montreal 27
Mumbai 27
Porto Alegre 27
Toronto 26
Mountain View 25
Brussels 24
Rio de Janeiro 24
Atlanta 23
Brasília 23
Central 23
Chicago 23
Bari 22
Chennai 22
Istanbul 22
Palermo 22
Nanjing 20
San Francisco 20
Sydney 20
Tashkent 20
Verona 20
Baghdad 19
Cagliari 19
Santiago 19
Shenzhen 19
Ankara 18
Brooklyn 18
Totale 16.600
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Nome #
A homogenization approach to the yield strength of composite materials 913
Meccanica computazionale - Soluzione del problema elastico lineare 635
Analysis of 3D no-tension masonry-like walls 308
Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons 262
A damage model to predict the behaviour of masonry under sustained loading 250
NUMERICAL SOLUTIONS FOR SOME AXISYMMETRIC ELASTIC MICROPOLAR ORTHOTROPIC BODIES 240
Numerical analysis of the flat-jack test on masonry walls 235
Principles and Analysis of Historical Masonry Structures: The Strength of the Past 229
Structural analysis of the Byzantine basilica of San Vitale in Ravenna 229
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling 224
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 218
Implementation of an elastic no-tension material model in a sequentially linear analysis framework 210
A failure condition for layered rock 209
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 207
Indagini strutturali sulla Basilica di Santa Maria Novella 205
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis 204
A note on failure conditions for layered materials 203
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 201
The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution 201
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS 200
An apparatus for cyclic triaxial tests on cylindrical concrete specimens 198
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 196
Analysis of no-tension structures under monotonic loading through an energy-based method 193
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls 192
2D Finite element model for the analysis of elastic-plastic composites subjected to 3D stresses 191
Analisi non lineari di pannelli murari con elementi finiti equilibrati 190
Analysis of linear elastic masonry-like solids subjected to settlements 190
Modelling of the long-term behaviour of historical masonry towers 189
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 188
The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction 186
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 185
A non-local anisotropic damage model for brittle materials 184
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues 184
Modeling the StaticBehaviour of a Double Curvature Brickwork Vault 179
Meccanica dei sistemi di travi 179
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures 176
Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete 174
Funicular analysis of masonry vaults under general loading conditions through a constrained force density method 173
Application of a damage model to the study of the long-term behaviour of ancient towers 171
Creep modelling of masonry historic towers 171
Analisi di torri in muratura in presenza di distacco dei paramenti 171
Corso di scienza delle costruzioni 2 169
Design of masonry blocks with enhanced thermomechanical performances by topology optimization 167
Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach 165
Lower and upper bound estimates for the macroscopic strength criterion of fiber composite materials 163
2D finite elements for the analysis of fiber reinforced composites subjected to 3D stresses 163
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork 162
Formulation of a macroscopic strength criterion for tridirectional fiber composites 161
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION 161
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling 161
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 160
Introduzione alla meccanica dei solidi 160
Limit and shakedown analysis of periodic heterogeneous media 160
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 159
Fiber orientation effects on the buckling behaviour of imperfect composite cylinders 157
Prediction of the evolution of damage in ancient masonry towers 156
Optimal design of the fiber-reinforcement of no-tension masonry walls 156
A Numerical Model for Multi-Leaf Stone Masonry 155
Safety assessment of temple E7 in My So'n, Vietnam 154
Developing masonry vault models for global assessment 154
Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers 154
Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry 154
Optimal orientation of the symmetry axes of orthotropic 3-D materials 153
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 152
Material anisotropy and work strain characterized by stationary values of strain energy density function 152
Analisi numerica della prova ai martinetti piatti su pareti in muratura 152
Maniace castle in Syracuse, Italy: Comparison between present structural situation and hypothetical original configuration by means of full 3D FE models 151
A damage model for triaxial fatigue of concrete: theoretical formulation and parametric investigation 151
A non-rotating anisotropic damage model for brittle materials 150
Creep Behaviour of Brickwork: A Parametric Investigation 150
Advanced modelling strategies for masonry domes: nonlinear FEM and limit analysis 149
On the adjoint constitutive law in nonlinear elastic optimal design 149
Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending 149
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls 148
STRUCTURAL ANALYSIS OF A RESTORED BYZANTINE MONASTERY: EFFECTIVENESS OF THE INTERVENTIONS 148
Generalized plane strain finite element model for the analysis of elastoplastic composites 147
Safety assessment of ancient masonry towers 146
La Torre Civica di Pavia: simulazioni numeriche per la determinazione delle sollecitazioni e delle caratteristiche meccaniche della muratura 146
A general approach for the evaluation of strain energy extrema in anisotropic solids 145
Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach 145
Analisi sperimentale e modellazione micromeccanica di tessuti laminati in fibra di vetro 145
Topology optimization for chiral elastic bodies 145
Bounding surface models applied to the fatigue of plain concrete 143
Historic multi-leaf masonry walls: experimental and numerical research 142
Numerical models to predict the creep behaviour of brickwork 142
A theoretical model for the description of static and creep-induced damage in brittle materials under non-proportional loading 142
A numerical approach for the optimal reinforcement of unilateral structures 142
Sequential linear analysis of no-tension masonry structures 142
Experimental and numerical study of multi-leaf masonry walls 141
Stress analysis of the Byzantine Basilica of San Vitale in Ravenna: evaluation of its current state and mid-term predictions 141
Triaxial creep behaviour of plain concrete at high stresses: a survey of theoretical models 141
Understanding and modelling crack patterns in a masonry farmhouse 141
Topology optimization for the development of eco-efficient masonry units 141
Experimental investigation on the triaxial fatigue behaviour of plain concrete 140
Fiber-reinforcement of concrete plates through topology optimization 140
Application of homogenization theory and limit analysis to the evaluation of the macroscopic strength properties of fiber reinforced composite materials 139
Mechanical behaviour of brittle matrix composites: a homogenization approach 139
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 139
Optimal strengthening of no–tension structures with externally bonded reinforcing layers or ties 138
TORSION OF MICROPOLAR HOLLOW CIRCULAR CYLINDERS 137
Totale 18.297
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Categoria #
all - tutte 80.994
article - articoli 30.450
book - libri 2.903
conference - conferenze 41.480
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.889
Totale 161.716
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.711 0 189 291 111 167 118 94 83 87 125 130 316
2022/20231.918 241 131 33 212 188 188 60 132 240 126 148 219
2023/20241.370 60 188 131 137 98 174 68 69 39 173 56 177
2024/20253.184 68 45 98 124 452 262 175 330 599 158 434 439
2025/202612.225 1.486 1.774 702 897 723 641 1.907 764 694 1.308 470 859
2026/2027637 287 350 0 0 0 0 0 0 0 0 0 0
Totale 28.624