IRIS
CUOMO, Massimo
 Distribuzione geografica
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Continente #
NA - Nord America 7.654
EU - Europa 4.326
AS - Asia 4.082
SA - Sud America 777
AF - Africa 448
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 2
Totale 17.298
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Nazione #
US - Stati Uniti d'America 7.311
SG - Singapore 2.056
RU - Federazione Russa 1.294
CN - Cina 1.173
IT - Italia 1.135
IE - Irlanda 678
BR - Brasile 630
UA - Ucraina 500
VN - Vietnam 307
CA - Canada 266
FR - Francia 262
CI - Costa d'Avorio 196
KR - Corea 142
IN - India 102
SN - Senegal 95
GB - Regno Unito 82
NG - Nigeria 82
AR - Argentina 60
DE - Germania 60
FI - Finlandia 58
SE - Svezia 56
BD - Bangladesh 48
HK - Hong Kong 46
MX - Messico 45
NL - Olanda 39
PL - Polonia 34
IQ - Iraq 30
ZA - Sudafrica 28
ES - Italia 26
JP - Giappone 26
CO - Colombia 25
CH - Svizzera 23
TR - Turchia 19
PK - Pakistan 18
UZ - Uzbekistan 18
VE - Venezuela 18
GR - Grecia 17
EC - Ecuador 16
AT - Austria 15
ID - Indonesia 10
PY - Paraguay 10
SA - Arabia Saudita 10
CR - Costa Rica 9
MA - Marocco 9
TN - Tunisia 9
BJ - Benin 8
CL - Cile 8
IR - Iran 8
JM - Giamaica 8
LT - Lituania 8
PH - Filippine 8
AE - Emirati Arabi Uniti 7
AU - Australia 6
BE - Belgio 6
BG - Bulgaria 6
EG - Egitto 6
JO - Giordania 6
KE - Kenya 6
LB - Libano 6
MY - Malesia 6
PT - Portogallo 6
AZ - Azerbaigian 4
KW - Kuwait 4
PE - Perù 4
TT - Trinidad e Tobago 4
AL - Albania 3
BH - Bahrain 3
BO - Bolivia 3
DK - Danimarca 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
HN - Honduras 3
KZ - Kazakistan 3
OM - Oman 3
PS - Palestinian Territory 3
SK - Slovacchia (Repubblica Slovacca) 3
AM - Armenia 2
AO - Angola 2
BY - Bielorussia 2
CY - Cipro 2
CZ - Repubblica Ceca 2
EU - Europa 2
IL - Israele 2
KI - Kiribati 2
NP - Nepal 2
PA - Panama 2
PR - Porto Rico 2
QA - Qatar 2
RO - Romania 2
SI - Slovenia 2
UY - Uruguay 2
BN - Brunei Darussalam 1
ET - Etiopia 1
GA - Gabon 1
GD - Grenada 1
GE - Georgia 1
HR - Croazia 1
KH - Cambogia 1
LA - Repubblica Popolare Democratica del Laos 1
LV - Lettonia 1
Totale 17.290
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Città #
Dallas 1.198
Singapore 1.174
Santa Clara 1.154
Dublin 669
Chandler 574
San Jose 531
Moscow 495
Jacksonville 475
Ashburn 371
Boardman 244
Catania 200
Abidjan 196
Chicago 188
Nanjing 186
Cambridge 182
Lawrence 182
Andover 179
Lauterbourg 177
Toronto 173
Beijing 162
Seoul 142
Los Angeles 122
Hefei 120
Civitanova Marche 103
Des Moines 99
Dakar 95
Ho Chi Minh City 93
San Mateo 92
Council Bluffs 85
Hanoi 79
Wilmington 69
Nanchang 63
Saint Petersburg 56
Ottawa 55
Columbus 54
Shenyang 54
São Paulo 52
Milan 51
Houston 50
Helsinki 48
The Dalles 47
Lagos 45
Jiaxing 43
New York 43
Hebei 42
Rome 42
Buffalo 39
Hong Kong 38
Tianjin 37
Changsha 35
Naples 29
Orem 28
Warsaw 27
Montreal 25
Tokyo 25
Abuja 24
Menlo Park 23
Rio de Janeiro 23
Belo Horizonte 21
Messina 21
San Francisco 21
Chennai 19
Da Nang 19
Palermo 19
Seattle 18
Brooklyn 17
Haiphong 17
Phoenix 16
Pune 16
Ramacca 16
Stockholm 16
Falls Church 15
Johannesburg 15
Norwalk 15
Prad am Stilfser Joch 15
Curitiba 14
Denver 14
Dhaka 14
Amsterdam 13
Brasília 13
Florence 13
Port Harcourt 13
Guangzhou 12
Kunming 12
Tashkent 12
Baghdad 11
Boston 11
Poplar 11
Redondo Beach 11
Syracuse 11
Atlanta 10
Mexico City 10
Mumbai 10
Novellara 10
Randazzo 10
Washington 10
Biên Hòa 9
Gioiosa Marea 9
Ribeirão Preto 9
Udine 9
Totale 11.484
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Nome #
A quadrilateral G1-conforming finite element for the Kirchhoff plate model 177
A procedure for the static analysis of cable structures following elastic catenary theory 173
Directional properties of fibre network materials evaluated by means of discrete homogenization 170
A cohesive interface model with degrading friction coefficient 167
An overview on contemporary rammed earth buildings: Technological advances in production, construction and material characterization 162
A framework of elastic-plastic damaging model for concrete under multiaxial stress states 156
A globally convergent numerical algorithm for damaging elasto-plasticity based on the Multiplier method 156
Natural and Recycled Stabilizers for Rammed Earth Material Optimization 154
Meso-Scale Prediction of Insulating Mortar Thermal Properties 154
An efficient blended mixed B-Spline formulation for avoiding membrane locking in non-polar thin structural models 152
A new conforming finite element for Kirchhoff plates 143
An implicit strong G1-conforming formulation for the analysis of the Kirchhoff plate model 143
An unlocked implicit G1 continuity multi patch B-spline interpolation for the analysis of 3D kirchhoff-love rod elements 139
An efficient blended mixed B-spline formulation for removing membrane locking in plane curved Kirchhoff rods 137
Engineering Geological and Geophysical Studies Supporting Finite Element Analysis of Historical Buildings after Dynamic Identification 137
"Augmented lagrangian variational formulation for a plastic-hardening-damage coupled model 134
A damage model for clays with strain rate effects 133
A concrete homogenisation technique at meso-scale level accounting for damaging behaviour of cement paste and aggregates 133
An implicit G1 multi patch B-spline interpolation for Kirchhoff–Love space rod 132
A new thermodynamically consistent continuum model for hardening plasticity coupled with damage 131
An objective FE-formulation for Cosserat rods based on the spherical Bézier interpolation 129
A variational model based on isogeometric interpolation for the analysis of cracked bodies 129
A multi surface continuum damage model for concrete with strani decomposition 129
Meccanica dei Solidi - Elementi di scienza delle costruzioni 129
An objective and accurate G1-conforming mixed Bézier FE-formulation for Kirchhoff–Love rods 127
A intra-element discontinuities approach for modelling cohesive fracture processes 127
Mood spectrum symptoms during a major depressive episode: Differences between 145 patients with bipolar disorder and 155 patients with major depressive disorder. Arguments for a dimensional approach 127
Mesoscale prediction of concrete mechanical properties by random phase allocation 126
A reconstructed local Bbar formulation for isogeometric Kirchhoff–Love shells 126
A finite element cable for the analysis of cable nets 125
On inter-element forces in the FEM-displacement formulation, and implications for stress recovery 125
Discrete Homogenization Procedure for Estimating the Mechanical Properties of Nets and Pantographic Structures 125
Experimental Investigation of Root Tensile Strength for Slope Stabilization 122
A complementary energy formulation of no-tension masonry-like solids 121
An isogeometric implicit G1 mixed finite element for Kirchhoff space rods 120
Nuovo sistema costruttivo rinforzato in terra battuta 120
Effective anisotropic properties of fibre network sheets 120
An enriched finite element for crack opening and rebar slip in reinforced concrete members 117
A quasi-isotropic continuum damage model for concrete with strain decomposition 117
A method for the calculation of inter-element stresses in 3D 117
A non-linear symmetric G1-conforming Bézier finite element formulation for the analysis of Kirchhoff beam assemblies 117
A compliant design for an aorta implant 116
Implicit G1-Conforming Plate Elements 116
A new numerical scheme for large deformation non-isotropic plasticity 115
Application of OMA technique to masonry slender towers: FEM updating and sensitivity analysis 114
A new formulation for the computation of inter-element forces and stresses 113
Performance Assessment of Giant Reed-Based Building Components 112
Mesoscale prediction of mechanical properties of concrete 109
Experimental evaluation of the effect of partial saturation of construction moisture on CFRP-concrete debonding 109
Finite Elements with non-Homogeneous Embedded Discontinuities 108
A global convergent algorithm for elasto-plasticity with damage based on multipliers method 108
A numerical algorithm for a unified treatment of multiple yield and internal constraint in elasto-plasticity with damage 108
Anisotropic behaviours and strain concentration in lattice material evaluated by means of discrete homogenization 107
Pantographic metamaterials: an example of mathematically driven design and of its technological challenges 106
Crack opening conditions at 'corner nodes' in FE analysis with cracking along mesh lines 105
Numerical strategies for modelling masonry arch bridges strengthened with PBO-FRCM composites 104
A numerical algorithm for the prediction of growth and propagation of interfaces 104
Simplified analysis of a generalized bias test for fabrics with two families of inextensible fibres 104
A Finite Element Formulation for Unilateral Materials in Finite Deformations 103
On the force density method for slack cable nets 103
A framework of elastic-plastic damaging model for concrete. Extension to anisotropic damage 103
Two new triangular G1-conforming finite elements with cubic edge rotation for the analysis of Kirchhoff plates 103
Meso-scale simulation of concrete multiaxial behaviour 101
A Finite Element Formulation for No-Tension Materials in Finite Deformations 100
Analisi limite di volte a botte rinforzate con CFRP 99
Continuum model of microstructure induced softening for strain gradient materials 99
Form finding of light structures with non linear constraints 99
Experimental Analysis for Piezoelectric Transducers Applications into Roads Pavements 99
An implicit G1-conforming bi-cubic interpolation for the analysis of smooth and folded Kirchhoff–Love shell assemblies 99
B-Spline interpolation of Kirchhoff-Love space rods 98
First versus second gradient energies for planar sheets with two families of inextensible fibres: Investigation on deformation boundary layers, discontinuities and geometrical instabilities 97
Consistent tangent operator for an exact Kirchhoff rod model 96
M. Cuomo, L. Contrafatto, M. Miccichè, Modelling of cohesive fracture processes by intra-element interfaces, Modelling of Heterogeneous Materials with Applications in Construction and Biomedical Engineering, Prague, 25-27 June 2007 95
Multiaxial stress analysis of elastic-plastic damaging concrete structures 95
Comparison of two forms of strain decomposition in an elastic-plastic damaging model for concrete 94
The Element Embeddded Interfaces approach for modelling damaging interfaces 93
Modelling interfaces by the Strong Discontinuity Approach: new theoretical and computational developments 92
Continuum damage model for strain gradient materials with applications to 1D examples 91
An updated Lagrangian Bézier finite element formulation for the analysis of slender beams 90
A variational formulation of the equilibrium problem of a damaging continuum in the context of the Strong Discontinuities Approach 90
Enriched Finite Elements for Crack opening and Fiber Slip 90
Formulazione uniassiale di un modello plastico danneggiante accoppiato per il calcestruzzo per l'analisi di travi in cemento armato 89
Innovation to the service of sustainability. An assesment of the performance of lime-cane and cement-cane bricks 89
Complementary Energy Approach to Contact Problems Based on Consistent Augmented Lagrangian Formulation" 87
A variational formulation of the equilibrium problem of a damaging continuum in the context of the Strong Discontinuities Approach 86
Approximation Error in seismic Modal analysis of Frame Structures 86
Non-vitamin K antagonist oral anticoagulation agents in patients with atrial fibrillation: Insights from Italian monitoring registries 85
Enriched Finite Elements for Crack opening and Fiber Slip 85
Experimental global analysis of the efficiency of carbon fiber anchors applied over CFRP strengthened bricks 85
Mechanical Characterization of Historical Mortars of Eastern Sicily 84
Finite deformation non-isotropic elasto-plasticity with evolving structural tensors. A framework 83
On the force density method for slack cable nets 83
Prototyping of a Novel Rammed Earth Technology 83
Durabililty assessment of cracked concrete by means of a coupled transport analysis 82
Advances in pantographic structures: design, manufacturing, models, experiments and image analyses 82
Computational issues for non isotropic elasto-plastic materials in finite deformations 81
A variational formulation in damaging plasticity for modelling Strong Discontinuities 81
Error Bounds forEigenfrequencies of General Frame Structures- Part One: Theory 81
DISPOSITIVO DI PROVA PER ISOLATORI 80
Bias extension test for pantographic sheets: numerical simulations based on second gradient shear energies 80
Totale 11.257
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Categoria #
all - tutte 54.918
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 54.918
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202172 0 0 0 0 0 0 0 0 0 0 47 25
2021/20221.415 164 183 14 43 226 24 196 36 146 15 56 312
2022/20232.023 190 62 35 121 190 361 12 405 523 42 56 26
2023/2024930 70 76 48 34 53 117 29 135 16 90 143 119
2024/20253.762 42 508 225 199 878 496 112 158 285 348 233 278
2025/20267.174 467 317 1.453 447 1.190 1.383 913 124 396 475 9 0
Totale 17.612