TALIERCIO, ALBERTO
 Distribuzione geografica
Continente #
NA - Nord America 6.940
EU - Europa 3.749
AS - Asia 873
SA - Sud America 149
AF - Africa 60
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 6
Totale 11.799
Nazione #
US - Stati Uniti d'America 6.723
IT - Italia 1.252
UA - Ucraina 453
GB - Regno Unito 413
DE - Germania 338
VN - Vietnam 262
FI - Finlandia 253
SE - Svezia 243
CN - Cina 231
CA - Canada 212
AT - Austria 138
IE - Irlanda 122
FR - Francia 113
BR - Brasile 96
CH - Svizzera 92
ES - Italia 83
IN - India 75
BE - Belgio 62
IR - Iran 47
NL - Olanda 44
TR - Turchia 42
JO - Giordania 40
HK - Hong Kong 37
KR - Corea 34
HU - Ungheria 28
JP - Giappone 22
DK - Danimarca 21
AU - Australia 20
PE - Perù 19
SG - Singapore 19
PT - Portogallo 18
DZ - Algeria 16
RU - Federazione Russa 14
CO - Colombia 13
TH - Thailandia 12
CI - Costa d'Avorio 11
MY - Malesia 11
PH - Filippine 11
PL - Polonia 11
AL - Albania 10
MA - Marocco 10
EC - Ecuador 9
GR - Grecia 8
RO - Romania 8
CL - Cile 7
TN - Tunisia 7
EU - Europa 6
MT - Malta 6
PK - Pakistan 6
EG - Egitto 5
IL - Israele 5
ZA - Sudafrica 5
HR - Croazia 4
SA - Arabia Saudita 4
TW - Taiwan 4
AR - Argentina 3
BY - Bielorussia 3
CZ - Repubblica Ceca 3
ID - Indonesia 3
LK - Sri Lanka 3
MX - Messico 3
NO - Norvegia 3
ET - Etiopia 2
KE - Kenya 2
LB - Libano 2
LT - Lituania 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
UY - Uruguay 2
AE - Emirati Arabi Uniti 1
BA - Bosnia-Erzegovina 1
BD - Bangladesh 1
BG - Bulgaria 1
CR - Costa Rica 1
EE - Estonia 1
KH - Cambogia 1
RS - Serbia 1
SV - El Salvador 1
Totale 11.799
Città #
Fairfield 865
Woodbridge 713
Chandler 587
Wilmington 518
Houston 471
Ann Arbor 408
Cambridge 392
Ashburn 364
Seattle 331
Jacksonville 273
Dearborn 184
Lawrence 181
Medford 181
Milan 173
Ottawa 173
London 125
Vienna 123
Dublin 119
Dong Ket 114
Helsinki 92
Beijing 88
Redwood City 85
Bern 71
Málaga 66
Brussels 57
Des Moines 53
San Diego 51
Boardman 49
Rome 43
Amman 38
Norwalk 33
Budapest 25
Columbus 25
Mountain View 25
Hanoi 24
Amsterdam 21
Bologna 20
Nanjing 20
Shanghai 19
Auburn Hills 16
Florence 14
Napoli 14
Orléans 14
Central District 13
Padova 13
Dallas 12
Garbana 12
Hefei 12
Naples 12
Paris 12
Verona 12
Abidjan 11
Belo Horizonte 11
New York 11
Washington 11
Central 10
Delft 10
Gothenburg 10
Indiana 10
Monza 10
Porto Alegre 10
Torino 10
Trento 9
Trescore Balneario 9
Zurich 9
Atlanta 8
Brisbane 8
Catania 8
Chicago 8
Guangzhou 8
Los Angeles 8
Mumbai 8
Tehran 8
Toronto 8
Zhengzhou 8
Ankara 7
Bogotá 7
Lima 7
Palermo 7
Porto 7
Pune 7
Santiago 7
Solbiate Olona 7
Tokyo 7
Casal di Principe 6
Changsha 6
Edmonton 6
Hounslow 6
Istanbul 6
Liscate 6
Madrid 6
Montreal 6
Novara 6
São Carlos 6
Tilst 6
Tirana 6
Turin 6
Bari 5
Brescia 5
Cagliari 5
Totale 7.733
Nome #
A homogenization approach to the yield strength of composite materials 483
Meccanica computazionale - Soluzione del problema elastico lineare 375
Analysis of 3D no-tension masonry-like walls 177
Structural analysis of the Byzantine basilica of San Vitale in Ravenna 135
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues 128
The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution 126
NUMERICAL SOLUTIONS FOR SOME AXISYMMETRIC ELASTIC MICROPOLAR ORTHOTROPIC BODIES 122
Indagini strutturali sulla Basilica di Santa Maria Novella 122
Numerical analysis of the flat-jack test on masonry walls 119
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 117
Modelling of the long-term behaviour of historical masonry towers 107
Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach 107
Design of masonry blocks with enhanced thermomechanical performances by topology optimization 103
2D Finite element model for the analysis of elastic-plastic composites subjected to 3D stresses 102
Modeling the StaticBehaviour of a Double Curvature Brickwork Vault 102
A damage model to predict the behaviour of masonry under sustained loading 99
A note on failure conditions for layered materials 98
Analysis of no-tension structures under monotonic loading through an energy-based method 98
An apparatus for cyclic triaxial tests on cylindrical concrete specimens 96
A failure condition for layered rock 96
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS 96
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 92
Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete 92
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 91
Analisi non lineari di pannelli murari con elementi finiti equilibrati 89
Lower and upper bound estimates for the macroscopic strength criterion of fiber composite materials 86
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls 86
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 86
Topology optimization of three-dimensional non-centrosymmetric micropolar bodies 85
Creep Behaviour of Brickwork: A Parametric Investigation 84
Bounding surface models applied to the fatigue of plain concrete 82
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION 82
On the adjoint constitutive law in nonlinear elastic optimal design 81
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 81
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork 81
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling 81
Safety assessment of temple E7 in My So'n, Vietnam 80
Numerical models to predict the creep behaviour of brickwork 80
Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry 80
A non-local anisotropic damage model for brittle materials 79
Limit and shakedown analysis of periodic heterogeneous media 78
Material anisotropy and work strain characterized by stationary values of strain energy density function 77
Generalized plane strain finite element model for the analysis of elastoplastic composites 77
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures 77
Topology optimization for chiral elastic bodies 77
Experimental investigation on the triaxial fatigue behaviour of plain concrete 76
TORSION OF MICROPOLAR HOLLOW CIRCULAR CYLINDERS 76
Optimal Fibre Reinforcement for Masonry Structures using Topology Optimization 76
Formulation of a macroscopic strength criterion for tridirectional fiber composites 75
Fatigue life and change in mechanical properties of plain concrete under triaxial deviatoric cyclic stresses 75
Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach 75
Historic multi-leaf masonry walls: experimental and numerical research 75
Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending 75
Creep modelling of masonry historic towers 73
Mechanical behaviour of brittle matrix composites: a homogenization approach 73
Maniace castle in Syracuse, Italy: Comparison between present structural situation and hypothetical original configuration by means of full 3D FE models 73
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls 73
Effect of high-intensity sustained triaxial stresses on the mechanical properties of plain concrete 72
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling 72
Stationarity of the strain energy density for some classes of anisotropic solids 72
Maximization of the fundamental eigenfrequency of micropolar solids through topology optimization 71
Optimal orientation of the symmetry axes of orthotropic 3-D materials 71
Introduzione alla meccanica dei solidi 70
Ottimizzazione topologica per solidi micropolari 70
On the reliability of linear elastic analyses of historical masonry buildings: A case study 70
Effect of elevated triaxial cyclic and constant loads on the mechanical properties of plain concrete 70
Prediction of the evolution of damage in ancient masonry towers 69
Analisi numerica della prova ai martinetti piatti su pareti in muratura 69
Optimal Reinforcement for Masonry Walls subject to Two-Way Bending 69
Stress analysis of the Byzantine Basilica of San Vitale in Ravenna: evaluation of its current state and mid-term predictions 69
Minimization of the Thermal Transmittance of Masonry Blocks by Topology Optimization 69
Macroscopic strength estimates for metal matrix composites embedding a ductile interphase 69
Optimal FRP reinforcement of masonry walls under in- and out-of-plane loads 69
Lower and upper bounds to the macroscopic strength domain of a fiber reinforced composite material 68
Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers 68
Corso di scienza delle costruzioni 2 67
In-plane failure surfaces for masonry with joints of finite thickness estimated by a Method of Cells-type approach 67
Optimal strengthening of no–tension structures with externally bonded reinforcing layers or ties 67
Application of homogenization theory and limit analysis to the evaluation of the macroscopic strength properties of fiber reinforced composite materials 66
Design of the optimal fiber-reinforcement for masonry structures via topology optimization 66
Triaxial creep behaviour of plain concrete at high stresses: a survey of theoretical models 66
Optimal design of the fiber-reinforcement of no-tension masonry walls 66
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis 66
Application of a damage model to the study of the long-term behaviour of ancient towers 65
Kinematic limit analysis of periodic heterogeneous media 65
Predicting the macroscopic behaviour of metal-matrix composites embedding an interphase 65
The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction 64
Topology optimization for the development of eco-efficient masonry units 64
Fiber orientation effects on the buckling behaviour of imperfect composite cylinders 63
Safety assessment of ancient masonry towers 62
Developing masonry vault models for global assessment 62
Torsion of elastic anisotropic micropolar cylindrical bars 62
Understanding and modelling crack patterns in a masonry farmhouse 62
Design of the optimal fiber-reinforcement for masonry structures via topology optimization 61
Analysis of linear elastic masonry-like solids subjected to settlements 61
Fiber-reinforcement of concrete plates through topology optimization 61
Identifying fault-inducing phenomena in an old masonry building 60
On the optimal design of bodies with material symmetries 59
Analisi di torri in muratura in presenza di distacco dei paramenti 59
Analysis of no-tension bodies through a topology optimization approach 59
Totale 8.729
Categoria #
all - tutte 28.321
article - articoli 11.779
book - libri 914
conference - conferenze 13.371
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.161
Totale 56.546


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20191.084 0 0 0 0 66 92 27 31 62 196 322 288
2019/20202.490 123 208 73 181 302 284 299 193 283 111 306 127
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
2022/20231.988 244 133 33 215 193 189 71 139 253 131 160 227
2023/2024672 68 221 135 144 104 0 0 0 0 0 0 0
Totale 12.079