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

TALIERCIO, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 8.187
EU - Europa 4.447
AS - Asia 2.080
SA - Sud America 713
AF - Africa 120
OC - Oceania 33
Continente sconosciuto - Info sul continente non disponibili 6
Totale 15.586
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Nazione #
US - Stati Uniti d'America 7.936
IT - Italia 1.604
SG - Singapore 825
BR - Brasile 630
UA - Ucraina 455
DE - Germania 449
GB - Regno Unito 444
CN - Cina 351
FI - Finlandia 278
VN - Vietnam 268
SE - Svezia 246
CA - Canada 228
FR - Francia 181
IE - Irlanda 132
AT - Austria 123
NL - Olanda 114
IN - India 109
ES - Italia 100
CH - Svizzera 96
HK - Hong Kong 96
TR - Turchia 70
KR - Corea 62
IR - Iran 54
ZA - Sudafrica 45
JO - Giordania 43
JP - Giappone 32
DK - Danimarca 28
HU - Ungheria 28
AU - Australia 27
BE - Belgio 27
PL - Polonia 27
ID - Indonesia 25
PE - Perù 23
MA - Marocco 19
PT - Portogallo 19
RU - Federazione Russa 19
MY - Malesia 18
DZ - Algeria 16
PH - Filippine 15
CO - Colombia 14
AR - Argentina 13
EC - Ecuador 13
PK - Pakistan 13
RO - Romania 13
TH - Thailandia 13
GR - Grecia 12
CI - Costa d'Avorio 11
CL - Cile 11
IQ - Iraq 11
AL - Albania 10
BD - Bangladesh 10
MX - Messico 10
CZ - Repubblica Ceca 9
LB - Libano 9
TW - Taiwan 9
IL - Israele 8
MT - Malta 8
TN - Tunisia 8
SA - Arabia Saudita 7
UZ - Uzbekistan 7
EG - Egitto 6
EU - Europa 6
NP - Nepal 6
NZ - Nuova Zelanda 6
AE - Emirati Arabi Uniti 5
UY - Uruguay 5
HR - Croazia 4
LV - Lettonia 4
MU - Mauritius 4
BY - Bielorussia 3
ET - Etiopia 3
KE - Kenya 3
LK - Sri Lanka 3
LT - Lituania 3
NO - Norvegia 3
VE - Venezuela 3
AZ - Azerbaigian 2
BF - Burkina Faso 2
BG - Bulgaria 2
BJ - Benin 2
CR - Costa Rica 2
EE - Estonia 2
HN - Honduras 2
JM - Giamaica 2
KZ - Kazakistan 2
OM - Oman 2
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BW - Botswana 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GT - Guatemala 1
KH - Cambogia 1
LU - Lussemburgo 1
MN - Mongolia 1
PA - Panama 1
RS - Serbia 1
Totale 15.582
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Città #
Fairfield 865
Woodbridge 713
Chandler 587
Wilmington 518
Ashburn 496
Houston 473
Singapore 428
Ann Arbor 408
Cambridge 392
Seattle 353
Santa Clara 289
Jacksonville 274
Milan 257
Boardman 248
Council Bluffs 204
Dearborn 184
Lawrence 181
Medford 181
Ottawa 173
Dublin 128
London 125
Dong Ket 114
Beijing 110
Vienna 110
Helsinki 97
Redwood City 85
Bern 71
Málaga 66
Washington 61
New York 57
Des Moines 54
Rome 53
San Diego 53
Erlangen 52
Amman 41
Johannesburg 36
Amsterdam 34
Norwalk 33
Bologna 32
Shanghai 32
Dallas 28
São Paulo 27
Belo Horizonte 26
Columbus 26
Budapest 25
Frankfurt am Main 25
Hanoi 25
Mountain View 25
Central 23
Brussels 22
Los Angeles 21
The Dalles 21
Florence 20
Hong Kong 20
Nanjing 20
Rio de Janeiro 20
Porto Alegre 18
Turin 18
Auburn Hills 16
Brasília 16
Istanbul 16
Naples 16
Orléans 16
Hefei 15
Paris 15
Turku 15
Jakarta 14
Napoli 14
Ankara 13
Central District 13
Genoa 13
Munich 13
Padova 13
Seoul 13
Toronto 13
Zurich 13
Brisbane 12
Cagliari 12
Garbana 12
Guangzhou 12
Mumbai 12
Tokyo 12
Verona 12
Abidjan 11
Campinas 11
Curitiba 11
Santiago 11
Delft 10
Düsseldorf 10
Gothenburg 10
Indiana 10
Monza 10
Natal 10
Torino 10
Atlanta 9
Parma 9
Pune 9
San Francisco 9
Tehran 9
Trento 9
Totale 9.587
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Nome #
A homogenization approach to the yield strength of composite materials 744
Meccanica computazionale - Soluzione del problema elastico lineare 464
Analysis of 3D no-tension masonry-like walls 228
Structural analysis of the Byzantine basilica of San Vitale in Ravenna 168
Numerical analysis of the flat-jack test on masonry walls 156
Indagini strutturali sulla Basilica di Santa Maria Novella 149
The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution 145
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 138
NUMERICAL SOLUTIONS FOR SOME AXISYMMETRIC ELASTIC MICROPOLAR ORTHOTROPIC BODIES 135
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS 130
A damage model to predict the behaviour of masonry under sustained loading 128
A failure condition for layered rock 126
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues 125
Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach 123
Modelling of the long-term behaviour of historical masonry towers 121
A note on failure conditions for layered materials 121
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 121
2D Finite element model for the analysis of elastic-plastic composites subjected to 3D stresses 119
An apparatus for cyclic triaxial tests on cylindrical concrete specimens 119
Modeling the StaticBehaviour of a Double Curvature Brickwork Vault 119
Design of masonry blocks with enhanced thermomechanical performances by topology optimization 119
Analysis of no-tension structures under monotonic loading through an energy-based method 115
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 114
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls 111
Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete 110
Analisi non lineari di pannelli murari con elementi finiti equilibrati 109
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 107
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION 106
Lower and upper bound estimates for the macroscopic strength criterion of fiber composite materials 105
A non-local anisotropic damage model for brittle materials 103
Topology optimization for chiral elastic bodies 103
Creep Behaviour of Brickwork: A Parametric Investigation 101
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis 99
Limit and shakedown analysis of periodic heterogeneous media 98
Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending 98
Bounding surface models applied to the fatigue of plain concrete 98
Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry 98
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures 97
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork 96
Safety assessment of temple E7 in My So'n, Vietnam 95
Maniace castle in Syracuse, Italy: Comparison between present structural situation and hypothetical original configuration by means of full 3D FE models 94
Creep modelling of masonry historic towers 93
Analisi numerica della prova ai martinetti piatti su pareti in muratura 93
Numerical models to predict the creep behaviour of brickwork 92
Topology optimization of three-dimensional non-centrosymmetric micropolar bodies 92
Formulation of a macroscopic strength criterion for tridirectional fiber composites 91
Material anisotropy and work strain characterized by stationary values of strain energy density function 91
On the adjoint constitutive law in nonlinear elastic optimal design 91
Optimal Fibre Reinforcement for Masonry Structures using Topology Optimization 91
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling 91
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling 90
Prediction of the evolution of damage in ancient masonry towers 89
Stress analysis of the Byzantine Basilica of San Vitale in Ravenna: evaluation of its current state and mid-term predictions 89
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 89
Optimal design of the fiber-reinforcement of no-tension masonry walls 89
Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers 89
Historic multi-leaf masonry walls: experimental and numerical research 88
The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction 88
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls 88
Maximization of the fundamental eigenfrequency of micropolar solids through topology optimization 88
Corso di scienza delle costruzioni 2 87
Introduzione alla meccanica dei solidi 87
Generalized plane strain finite element model for the analysis of elastoplastic composites 87
Stationarity of the strain energy density for some classes of anisotropic solids 87
Safety assessment of ancient masonry towers 86
Mechanical behaviour of brittle matrix composites: a homogenization approach 86
Topology optimization for the development of eco-efficient masonry units 86
Optimal orientation of the symmetry axes of orthotropic 3-D materials 86
Experimental investigation on the triaxial fatigue behaviour of plain concrete 85
Effect of high-intensity sustained triaxial stresses on the mechanical properties of plain concrete 85
On the reliability of linear elastic analyses of historical masonry buildings: A case study 85
Application of homogenization theory and limit analysis to the evaluation of the macroscopic strength properties of fiber reinforced composite materials 84
Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach 84
Optimal Reinforcement for Masonry Walls subject to Two-Way Bending 84
Minimization of the Thermal Transmittance of Masonry Blocks by Topology Optimization 84
Analysis of linear elastic masonry-like solids subjected to settlements 84
Ottimizzazione topologica per solidi micropolari 83
Fatigue life and change in mechanical properties of plain concrete under triaxial deviatoric cyclic stresses 83
Analisi di torri in muratura in presenza di distacco dei paramenti 83
Triaxial creep behaviour of plain concrete at high stresses: a survey of theoretical models 82
In-plane failure surfaces for masonry with joints of finite thickness estimated by a Method of Cells-type approach 82
Optimal strengthening of no–tension structures with externally bonded reinforcing layers or ties 82
Application of a damage model to the study of the long-term behaviour of ancient towers 81
TORSION OF MICROPOLAR HOLLOW CIRCULAR CYLINDERS 81
La Torre Civica di Pavia: simulazioni numeriche per la determinazione delle sollecitazioni e delle caratteristiche meccaniche della muratura 80
Developing masonry vault models for global assessment 79
Fiber orientation effects on the buckling behaviour of imperfect composite cylinders 79
Identifying fault-inducing phenomena in an old masonry building 79
Design of the optimal fiber-reinforcement for masonry structures via topology optimization 78
Macroscopic strength estimates for metal matrix composites embedding a ductile interphase 78
Optimal FRP reinforcement of masonry walls under in- and out-of-plane loads 78
Lower and upper bounds to the macroscopic strength domain of a fiber reinforced composite material 77
Predicting the macroscopic behaviour of metal-matrix composites embedding an interphase 77
Understanding and modelling crack patterns in a masonry farmhouse 77
Effect of elevated triaxial cyclic and constant loads on the mechanical properties of plain concrete 77
Fiber-reinforcement of concrete plates through topology optimization 77
Topology optimization of the fiber–reinforcement retrofitting existing structures 76
On the optimal design of bodies with material symmetries 75
A damage model for triaxial fatigue of concrete: theoretical formulation and parametric investigation 75
Un modello per il calcestruzzo applicato all’interpretazione di prove cicliche 74
Totale 10.827
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Categoria #
all - tutte 51.185
article - articoli 20.179
book - libri 1.645
conference - conferenze 25.395
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.810
Totale 102.214
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020127 0 0 0 0 0 0 0 0 0 0 0 127
2020/20211.638 170 71 170 75 183 87 133 130 97 153 96 273
2021/20221.790 56 191 297 112 167 118 96 91 87 125 131 319
2022/20231.944 244 133 33 215 193 189 60 134 244 127 149 223
2023/20241.380 60 191 132 137 99 177 68 69 39 174 56 178
2024/20253.134 69 45 98 125 455 262 180 334 606 158 440 362
Totale 15.877