TALIERCIO, ALBERTO
 Distribuzione geografica
Continente #
NA - Nord America 9.832
EU - Europa 7.027
AS - Asia 4.077
SA - Sud America 1.031
AF - Africa 268
OC - Oceania 46
Continente sconosciuto - Info sul continente non disponibili 7
Totale 22.288
Nazione #
US - Stati Uniti d'America 9.510
RU - Federazione Russa 2.121
IT - Italia 1.845
SG - Singapore 1.656
CN - Cina 1.151
BR - Brasile 880
GB - Regno Unito 511
DE - Germania 462
UA - Ucraina 458
VN - Vietnam 348
FI - Finlandia 279
CA - Canada 273
SE - Svezia 261
FR - Francia 201
IN - India 174
IE - Irlanda 143
NL - Olanda 136
AT - Austria 132
ES - Italia 126
HK - Hong Kong 119
CH - Svizzera 99
MA - Marocco 97
TR - Turchia 90
KR - Corea 78
ZA - Sudafrica 64
IR - Iran 58
JP - Giappone 50
JO - Giordania 48
AR - Argentina 40
BD - Bangladesh 40
PL - Polonia 40
ID - Indonesia 37
IQ - Iraq 37
AU - Australia 36
BE - Belgio 31
DK - Danimarca 30
HU - Ungheria 29
PE - Perù 29
MX - Messico 27
HR - Croazia 25
EG - Egitto 24
MY - Malesia 24
CO - Colombia 23
EC - Ecuador 22
PK - Pakistan 20
PT - Portogallo 19
DZ - Algeria 18
CI - Costa d'Avorio 16
PH - Filippine 16
TH - Thailandia 16
UZ - Uzbekistan 15
IL - Israele 14
RO - Romania 14
SA - Arabia Saudita 14
TW - Taiwan 14
KE - Kenya 13
CL - Cile 12
GR - Grecia 12
TN - Tunisia 12
VE - Venezuela 12
AL - Albania 10
CZ - Repubblica Ceca 10
NP - Nepal 10
LB - Libano 9
NZ - Nuova Zelanda 9
MT - Malta 8
AE - Emirati Arabi Uniti 7
ET - Etiopia 7
EU - Europa 6
LT - Lituania 6
PY - Paraguay 6
UY - Uruguay 6
MU - Mauritius 5
AZ - Azerbaigian 4
JM - Giamaica 4
KZ - Kazakistan 4
LK - Sri Lanka 4
LV - Lettonia 4
OM - Oman 4
BF - Burkina Faso 3
BY - Bielorussia 3
CR - Costa Rica 3
CY - Cipro 3
HN - Honduras 3
NO - Norvegia 3
TT - Trinidad e Tobago 3
BB - Barbados 2
BG - Bulgaria 2
BH - Bahrain 2
BJ - Benin 2
BW - Botswana 2
EE - Estonia 2
GE - Georgia 2
GT - Guatemala 2
PA - Panama 2
PS - Palestinian Territory 2
SY - Repubblica araba siriana 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
Totale 22.270
Città #
Ashburn 1.085
Fairfield 865
Singapore 824
Woodbridge 713
Chandler 587
Wilmington 518
Houston 482
Ann Arbor 408
Cambridge 392
Seattle 358
Milan 315
Santa Clara 302
Jacksonville 276
Boardman 252
Moscow 241
Hefei 214
Dallas 210
Council Bluffs 207
San Jose 202
Beijing 194
Dearborn 184
Lawrence 181
Medford 181
Ottawa 176
London 154
Dublin 134
Dong Ket 114
Vienna 114
Los Angeles 102
Helsinki 97
Redwood City 85
New York 82
Bern 71
Málaga 66
Rome 65
Washington 61
Des Moines 55
Piscataway 54
San Diego 53
São Paulo 53
Erlangen 52
Buffalo 50
Johannesburg 48
Shanghai 47
Amman 46
Hanoi 46
Amsterdam 43
Kenitra 42
Florence 40
Hong Kong 40
Bologna 39
Kent 37
Casablanca 36
Norwalk 34
Belo Horizonte 33
Columbus 31
Frankfurt am Main 31
Ho Chi Minh City 31
Tokyo 28
Budapest 26
Guangzhou 26
The Dalles 26
Mountain View 25
Nanjing 25
Porto Alegre 25
Brussels 24
Rio de Janeiro 24
Central 23
Atlanta 22
Brasília 22
Denver 22
Mumbai 22
Seoul 22
Toronto 21
Istanbul 20
Chicago 19
Naples 19
Ankara 18
Chennai 18
Montreal 18
Paris 18
Turin 18
Baghdad 17
Stockholm 17
Verona 17
Auburn Hills 16
Brooklyn 16
Jakarta 16
Orem 16
Orléans 16
Tianjin 16
Warsaw 16
Abidjan 15
Cagliari 15
Campinas 15
Dhaka 15
Genoa 15
Hangzhou 15
Pune 15
Turku 15
Totale 12.267
Nome #
A homogenization approach to the yield strength of composite materials 843
Meccanica computazionale - Soluzione del problema elastico lineare 564
Analysis of 3D no-tension masonry-like walls 264
Numerical analysis of the flat-jack test on masonry walls 202
Structural analysis of the Byzantine basilica of San Vitale in Ravenna 198
A damage model to predict the behaviour of masonry under sustained loading 186
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 185
NUMERICAL SOLUTIONS FOR SOME AXISYMMETRIC ELASTIC MICROPOLAR ORTHOTROPIC BODIES 180
A failure condition for layered rock 180
A micromechanical model for the analysis of unidirectional elastoplastic composites subjected to 3D stresses 179
Indagini strutturali sulla Basilica di Santa Maria Novella 171
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS 170
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling 170
A note on failure conditions for layered materials 169
An apparatus for cyclic triaxial tests on cylindrical concrete specimens 168
The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution 168
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls 164
2D Finite element model for the analysis of elastic-plastic composites subjected to 3D stresses 163
A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending 163
Analisi non lineari di pannelli murari con elementi finiti equilibrati 162
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis 161
Implementation of an elastic no-tension material model in a sequentially linear analysis framework 160
Modelling of the long-term behaviour of historical masonry towers 157
A non-local anisotropic damage model for brittle materials 157
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues 156
Modeling the StaticBehaviour of a Double Curvature Brickwork Vault 155
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 148
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures 146
Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete 145
Analysis of no-tension structures under monotonic loading through an energy-based method 144
Creep modelling of masonry historic towers 143
Application of a damage model to the study of the long-term behaviour of ancient towers 142
Analisi di torri in muratura in presenza di distacco dei paramenti 141
Design of masonry blocks with enhanced thermomechanical performances by topology optimization 140
Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach 139
Analysis of linear elastic masonry-like solids subjected to settlements 139
Limit analysis of masonry arches and domes with finite strength: funicular analysis versus stability area method 136
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION 135
Funicular analysis of masonry vaults under general loading conditions through a constrained force density method 134
Formulation of a macroscopic strength criterion for tridirectional fiber composites 132
2D finite elements for the analysis of fiber reinforced composites subjected to 3D stresses 131
Limit and shakedown analysis of periodic heterogeneous media 130
Lower and upper bound estimates for the macroscopic strength criterion of fiber composite materials 129
Analisi numerica della prova ai martinetti piatti su pareti in muratura 129
Safety assessment of temple E7 in My So'n, Vietnam 129
The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction 129
Maniace castle in Syracuse, Italy: Comparison between present structural situation and hypothetical original configuration by means of full 3D FE models 128
Topology optimization for chiral elastic bodies 128
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength 127
On the adjoint constitutive law in nonlinear elastic optimal design 127
Introduzione alla meccanica dei solidi 126
A damage model for triaxial fatigue of concrete: theoretical formulation and parametric investigation 126
Prediction of the evolution of damage in ancient masonry towers 124
A Numerical Model for Multi-Leaf Stone Masonry 124
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling 123
Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry 122
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork 121
La Torre Civica di Pavia: simulazioni numeriche per la determinazione delle sollecitazioni e delle caratteristiche meccaniche della muratura 120
Developing masonry vault models for global assessment 120
Fiber orientation effects on the buckling behaviour of imperfect composite cylinders 120
Funicular analysis of symmetric arches with finite friction accounting for stereotomy 119
Corso di scienza delle costruzioni 2 119
A general approach for the evaluation of strain energy extrema in anisotropic solids 119
Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending 119
Analisi sperimentale e modellazione micromeccanica di tessuti laminati in fibra di vetro 119
Bounding surface models applied to the fatigue of plain concrete 119
Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers 119
Creep Behaviour of Brickwork: A Parametric Investigation 119
Material anisotropy and work strain characterized by stationary values of strain energy density function 118
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls 118
Experimental and numerical study of multi-leaf masonry walls 117
Numerical models to predict the creep behaviour of brickwork 117
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila 116
Mechanical behaviour of brittle matrix composites: a homogenization approach 116
Experimental investigation on the triaxial fatigue behaviour of plain concrete 116
Historic multi-leaf masonry walls: experimental and numerical research 116
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion 116
Triaxial creep behaviour of plain concrete at high stresses: a survey of theoretical models 115
Optimal design of the fiber-reinforcement of no-tension masonry walls 115
Fatigue life and change in mechanical properties of plain concrete under triaxial deviatoric cyclic stresses 114
Uniaxial strength of polymeric-matrix fibrous composites predicted through a homogenization approach 114
Principles and Analysis of Historical Masonry Structures: The Strength of the Past 113
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads 113
Safety assessment of ancient masonry towers 113
Stress analysis of the Byzantine Basilica of San Vitale in Ravenna: evaluation of its current state and mid-term predictions 113
A theoretical model for the description of static and creep-induced damage in brittle materials under non-proportional loading 113
A non-rotating anisotropic damage model for brittle materials 112
Ottimizzazione topologica per solidi micropolari 111
Topology optimization for the development of eco-efficient masonry units 111
Application of homogenization theory and limit analysis to the evaluation of the macroscopic strength properties of fiber reinforced composite materials 110
Effect of high-intensity sustained triaxial stresses on the mechanical properties of plain concrete 110
TORSION OF MICROPOLAR HOLLOW CIRCULAR CYLINDERS 110
A numerical approach for the optimal reinforcement of unilateral structures 110
Topology optimization of three-dimensional non-centrosymmetric micropolar bodies 109
Optimal orientation of the symmetry axes of orthotropic 3-D materials 109
Optimal Fibre Reinforcement for Masonry Structures using Topology Optimization 108
Generalized plane strain finite element model for the analysis of elastoplastic composites 108
Creep failure of ancient masonry: experimental investigation and numerical modeling 108
Lower and upper bounds to the macroscopic strength domain of a fiber reinforced composite material 107
Kinematic limit analysis of periodic heterogeneous media 107
Totale 14.627
Categoria #
all - tutte 66.625
article - articoli 25.861
book - libri 2.220
conference - conferenze 33.475
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.853
Totale 133.034


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021882 0 0 0 0 0 0 133 130 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
2024/20253.215 69 45 98 125 455 262 180 334 606 158 440 443
2025/20266.627 1.509 1.792 709 901 728 647 341 0 0 0 0 0
Totale 22.585