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

TALIERCIO, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 12.360
EU - Europa 7.658
AS - Asia 5.516
SA - Sud America 1.096
AF - Africa 284
OC - Oceania 57
Continente sconosciuto - Info sul continente non disponibili 6
Totale 26.977
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Nazione #
US - Stati Uniti d'America 11.998
IT - Italia 2.174
RU - Federazione Russa 2.099
SG - Singapore 1.798
CN - Cina 1.436
BR - Brasile 915
VN - Vietnam 705
GB - Regno Unito 537
DE - Germania 488
UA - Ucraina 455
FR - Francia 380
FI - Finlandia 306
KR - Corea 302
CA - Canada 288
SE - Svezia 262
JP - Giappone 206
IN - India 194
NL - Olanda 149
IE - Irlanda 147
HK - Hong Kong 145
ES - Italia 138
AT - Austria 133
CH - Svizzera 102
MA - Marocco 98
TR - Turchia 97
MY - Malesia 93
BD - Bangladesh 87
ZA - Sudafrica 66
IR - Iran 59
JO - Giordania 49
IQ - Iraq 48
AU - Australia 47
AR - Argentina 46
TW - Taiwan 44
PL - Polonia 43
ID - Indonesia 42
HU - Ungheria 36
MX - Messico 33
BE - Belgio 32
PH - Filippine 32
PE - Perù 31
DK - Danimarca 30
CO - Colombia 29
PK - Pakistan 27
HR - Croazia 26
EC - Ecuador 25
EG - Egitto 25
PT - Portogallo 23
UZ - Uzbekistan 22
CL - Cile 21
DZ - Algeria 21
TH - Thailandia 21
CI - Costa d'Avorio 17
IL - Israele 17
SA - Arabia Saudita 17
NP - Nepal 16
GR - Grecia 15
KE - Kenya 14
RO - Romania 14
VE - Venezuela 14
TN - Tunisia 13
AL - Albania 12
CZ - Repubblica Ceca 12
AE - Emirati Arabi Uniti 10
LB - Libano 10
ET - Etiopia 9
NZ - Nuova Zelanda 9
MT - Malta 8
LT - Lituania 7
PY - Paraguay 7
UY - Uruguay 7
BY - Bielorussia 6
HT - Haiti 6
JM - Giamaica 6
AZ - Azerbaigian 5
CR - Costa Rica 5
EU - Europa 5
HN - Honduras 5
MU - Mauritius 5
OM - Oman 5
TT - Trinidad e Tobago 5
KZ - Kazakistan 4
LK - Sri Lanka 4
LV - Lettonia 4
BB - Barbados 3
BF - Burkina Faso 3
BG - Bulgaria 3
BW - Botswana 3
CY - Cipro 3
GE - Georgia 3
GT - Guatemala 3
KG - Kirghizistan 3
NO - Norvegia 3
PA - Panama 3
RS - Serbia 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BJ - Benin 2
DO - Repubblica Dominicana 2
Totale 26.946
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Città #
Ashburn 1.804
San Jose 1.176
Singapore 937
Fairfield 856
Woodbridge 707
Chandler 575
Wilmington 513
Milan 489
Houston 475
Ann Arbor 401
Cambridge 389
Seattle 360
Santa Clara 329
The Dalles 300
Council Bluffs 278
Jacksonville 274
Boardman 270
Dallas 269
Seoul 244
Moscow 238
Beijing 222
Hefei 216
Dearborn 181
Tokyo 180
Lawrence 179
Medford 179
Ottawa 174
Lauterbourg 168
London 155
Dublin 137
Hanoi 136
Ho Chi Minh City 134
Helsinki 123
Los Angeles 122
Vienna 115
North Charleston 114
Dong Ket 113
New York 106
Redwood City 85
Rome 81
Kuala Lumpur 74
Bern 71
Málaga 65
Hong Kong 64
Shanghai 62
Washington 61
São Paulo 59
Des Moines 55
Piscataway 55
San Diego 53
Erlangen 52
Buffalo 50
Guangzhou 49
Johannesburg 49
Amman 47
Amsterdam 46
Bologna 46
Frankfurt am Main 44
Las Vegas 44
Florence 41
Kenitra 41
Orem 39
Casablanca 37
Kent 37
Belo Horizonte 33
Norwalk 33
Columbus 32
Taipei 32
Budapest 27
Denver 27
Hangzhou 27
Porto Alegre 27
Turin 26
Mountain View 25
Brussels 24
Montreal 24
Mumbai 24
Naples 24
Rio de Janeiro 24
Atlanta 23
Brasília 23
Central 23
Toronto 23
Chennai 22
Genoa 22
Istanbul 22
Chicago 20
Nanjing 20
Sydney 20
Tashkent 20
Baghdad 19
Shenzhen 19
Ankara 18
Da Nang 18
Paris 18
San Francisco 18
Santiago 18
Brooklyn 17
Haiphong 17
Jakarta 17
Totale 15.871
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Nome #
A homogenization approach to the yield strength of composite materials 901
Meccanica computazionale - Soluzione del problema elastico lineare 616
Analysis of 3D no-tension masonry-like walls 302
A damage model to predict the behaviour of masonry under sustained loading 244
Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons 233
NUMERICAL SOLUTIONS FOR SOME AXISYMMETRIC ELASTIC MICROPOLAR ORTHOTROPIC BODIES 232
Numerical analysis of the flat-jack test on masonry walls 225
Structural analysis of the Byzantine basilica of San Vitale in Ravenna 218
Principles and Analysis of Historical Masonry Structures: The Strength of the Past 207
A failure condition for layered rock 207
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling 207
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 206
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 202
Indagini strutturali sulla Basilica di Santa Maria Novella 201
A note on failure conditions for layered materials 199
Implementation of an elastic no-tension material model in a sequentially linear analysis framework 196
The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution 194
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS 194
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis 193
An apparatus for cyclic triaxial tests on cylindrical concrete specimens 192
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 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
2D Finite element model for the analysis of elastic-plastic composites subjected to 3D stresses 188
Analisi non lineari di pannelli murari con elementi finiti equilibrati 188
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls 188
Analysis of no-tension structures under monotonic loading through an energy-based method 182
Analysis of linear elastic masonry-like solids subjected to settlements 180
Modelling of the long-term behaviour of historical masonry towers 179
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues 179
A non-local anisotropic damage model for brittle materials 178
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 175
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 173
Modeling the StaticBehaviour of a Double Curvature Brickwork Vault 173
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures 172
Creep modelling of masonry historic towers 169
Funicular analysis of masonry vaults under general loading conditions through a constrained force density method 167
Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete 166
Analisi di torri in muratura in presenza di distacco dei paramenti 165
The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction 162
Application of a damage model to the study of the long-term behaviour of ancient towers 161
2D finite elements for the analysis of fiber reinforced composites subjected to 3D stresses 160
Design of masonry blocks with enhanced thermomechanical performances by topology optimization 160
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION 158
Introduzione alla meccanica dei solidi 157
Formulation of a macroscopic strength criterion for tridirectional fiber composites 157
Limit and shakedown analysis of periodic heterogeneous media 157
Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach 157
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 155
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling 155
Corso di scienza delle costruzioni 2 154
Lower and upper bound estimates for the macroscopic strength criterion of fiber composite materials 153
A Numerical Model for Multi-Leaf Stone Masonry 153
Analisi numerica della prova ai martinetti piatti su pareti in muratura 151
Fiber orientation effects on the buckling behaviour of imperfect composite cylinders 150
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 149
Maniace castle in Syracuse, Italy: Comparison between present structural situation and hypothetical original configuration by means of full 3D FE models 149
Developing masonry vault models for global assessment 148
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork 147
Optimal design of the fiber-reinforcement of no-tension masonry walls 147
Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers 147
A damage model for triaxial fatigue of concrete: theoretical formulation and parametric investigation 147
Prediction of the evolution of damage in ancient masonry towers 146
On the adjoint constitutive law in nonlinear elastic optimal design 146
Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry 146
Safety assessment of temple E7 in My So'n, Vietnam 145
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls 145
La Torre Civica di Pavia: simulazioni numeriche per la determinazione delle sollecitazioni e delle caratteristiche meccaniche della muratura 144
Analisi sperimentale e modellazione micromeccanica di tessuti laminati in fibra di vetro 144
Topology optimization for chiral elastic bodies 144
A general approach for the evaluation of strain energy extrema in anisotropic solids 143
Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending 143
Material anisotropy and work strain characterized by stationary values of strain energy density function 141
Creep Behaviour of Brickwork: A Parametric Investigation 140
Experimental and numerical study of multi-leaf masonry walls 139
Stress analysis of the Byzantine Basilica of San Vitale in Ravenna: evaluation of its current state and mid-term predictions 139
Safety assessment of ancient masonry towers 138
Numerical models to predict the creep behaviour of brickwork 138
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 138
A theoretical model for the description of static and creep-induced damage in brittle materials under non-proportional loading 138
Advanced modelling strategies for masonry domes: nonlinear FEM and limit analysis 137
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches 137
Bounding surface models applied to the fatigue of plain concrete 137
Generalized plane strain finite element model for the analysis of elastoplastic composites 137
A numerical approach for the optimal reinforcement of unilateral structures 137
Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach 136
Triaxial creep behaviour of plain concrete at high stresses: a survey of theoretical models 136
Application of homogenization theory and limit analysis to the evaluation of the macroscopic strength properties of fiber reinforced composite materials 135
Mechanical behaviour of brittle matrix composites: a homogenization approach 135
Optimal strengthening of no–tension structures with externally bonded reinforcing layers or ties 135
Topology optimization for the development of eco-efficient masonry units 134
Experimental investigation on the triaxial fatigue behaviour of plain concrete 133
Historic multi-leaf masonry walls: experimental and numerical research 133
Meccanica dei sistemi di travi 133
A non-rotating anisotropic damage model for brittle materials 133
Creep failure of ancient masonry: experimental investigation and numerical modeling 132
Topology optimization of three-dimensional non-centrosymmetric micropolar bodies 131
Optimal Fibre Reinforcement for Masonry Structures using Topology Optimization 131
STRUCTURAL ANALYSIS OF A RESTORED BYZANTINE MONASTERY: EFFECTIVENESS OF THE INTERVENTIONS 131
Fiber-reinforcement of concrete plates through topology optimization 131
Sequential linear analysis of no-tension masonry structures 131
Totale 17.480
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Categoria #
all - tutte 76.635
article - articoli 28.844
book - libri 2.711
conference - conferenze 39.260
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.570
Totale 153.020
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021271 0 0 0 0 0 0 0 0 0 0 0 271
2021/20221.765 54 189 291 111 167 118 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
2025/202611.509 1.486 1.774 702 897 723 641 1.907 764 694 1.308 470 143
Totale 27.271