IRIS
MADEO, Antonio
 Distribuzione geografica
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Continente #
NA - Nord America 4.126
AS - Asia 3.081
EU - Europa 1.849
SA - Sud America 881
AF - Africa 201
Continente sconosciuto - Info sul continente non disponibili 85
OC - Oceania 14
AN - Antartide 2
Totale 10.239
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Nazione #
US - Stati Uniti d'America 3.970
SG - Singapore 1.186
CN - Cina 633
BR - Brasile 627
VN - Vietnam 502
IT - Italia 450
UA - Ucraina 409
DE - Germania 332
SE - Svezia 169
HK - Hong Kong 141
FR - Francia 127
BD - Bangladesh 115
AR - Argentina 99
KR - Corea 87
SN - Senegal 76
IN - India 75
FI - Finlandia 73
NL - Olanda 73
TR - Turchia 70
CA - Canada 64
IQ - Iraq 56
GB - Regno Unito 46
EC - Ecuador 42
CO - Colombia 40
MX - Messico 39
ZA - Sudafrica 36
RU - Federazione Russa 30
ID - Indonesia 28
PK - Pakistan 27
AT - Austria 25
VE - Venezuela 23
DZ - Algeria 21
BE - Belgio 19
PY - Paraguay 19
MA - Marocco 15
ES - Italia 14
MY - Malesia 14
PL - Polonia 14
AU - Australia 13
JP - Giappone 13
UZ - Uzbekistan 13
AE - Emirati Arabi Uniti 12
CL - Cile 12
SA - Arabia Saudita 12
EG - Egitto 11
JO - Giordania 11
KE - Kenya 11
NP - Nepal 11
TN - Tunisia 11
IE - Irlanda 9
CZ - Repubblica Ceca 8
DO - Repubblica Dominicana 8
HN - Honduras 8
JM - Giamaica 8
PH - Filippine 8
RO - Romania 8
AZ - Azerbaigian 7
IL - Israele 7
NI - Nicaragua 7
AL - Albania 6
BO - Bolivia 6
ET - Etiopia 6
KZ - Kazakistan 6
PE - Perù 6
UY - Uruguay 6
AM - Armenia 5
CR - Costa Rica 5
HR - Croazia 5
LB - Libano 5
OM - Oman 5
TH - Thailandia 5
BG - Bulgaria 4
KH - Cambogia 4
KW - Kuwait 4
LT - Lituania 4
PA - Panama 4
RS - Serbia 4
AO - Angola 3
BH - Bahrain 3
CH - Svizzera 3
EU - Europa 3
GR - Grecia 3
GT - Guatemala 3
LV - Lettonia 3
PS - Palestinian Territory 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
GD - Grenada 2
GE - Georgia 2
KG - Kirghizistan 2
LK - Sri Lanka 2
NG - Nigeria 2
SI - Slovenia 2
TW - Taiwan 2
AQ - Antartide 1
BF - Burkina Faso 1
BN - Brunei Darussalam 1
Totale 10.136
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Città #
Dallas 497
Singapore 483
Chandler 431
Ashburn 409
San Jose 363
Council Bluffs 320
Jacksonville 227
Boardman 179
Ho Chi Minh City 179
Beijing 138
Hong Kong 132
Dearborn 123
Hanoi 103
Lauterbourg 84
Seoul 82
Shanghai 82
Dakar 76
Florence 76
Munich 72
Hefei 71
Lawrence 71
Roxbury 71
Milan 67
São Paulo 58
New York 55
Brooklyn 54
San Mateo 49
Helsinki 47
Izmir 46
Naaldwijk 42
Chicago 41
Santa Clara 41
Des Moines 40
Columbus 39
Los Angeles 38
Bremen 37
Cambridge 35
Rende 32
Ottawa 28
Wilmington 26
Turku 25
Baghdad 24
Da Nang 23
Grafing 23
Ann Arbor 21
Vienna 21
Phoenix 20
Amsterdam 19
Haiphong 19
London 19
Cosenza 18
Ogden 18
Rome 18
The Dalles 18
Brussels 17
Inglewood 17
San Francisco 17
Tianjin 17
Buffalo 16
Frankfurt am Main 16
Hải Dương 16
Orem 16
Quito 16
Rio de Janeiro 16
Biên Hòa 14
Dhaka 14
Guangzhou 14
Naples 14
Seattle 14
Curitiba 13
Falkenstein 13
Guarulhos 13
Mexico City 13
Miano 13
Toronto 13
Atlanta 12
Brasília 12
Buenos Aires 12
Omaha 11
Amman 10
Asunción 10
Catanzaro 10
Guayaquil 10
Johannesburg 10
Longmont 10
Mumbai 10
Tashkent 10
Cape Town 9
Caracas 9
Lahore 9
Messina 9
Porto Alegre 9
Belo Horizonte 8
Bogotá 8
Campinas 8
Central 8
Nairobi 8
Ninh Bình 8
North Bergen 8
Santiago 8
Totale 5.878
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Nome #
A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features 225
A mixed isostatic 16 dof quadrilateral membrane element with drilling rotations, based on Airy stresses 176
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation 170
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach 167
An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations 160
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling 158
Accurate and efficient a-posteriori account of geometrical imperfections in Koiter finite element analysis 155
A corotational based geometrically nonlinear Generalized Beam Theory: buckling FE analysis 152
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 149
An efficient isostatic mixed shell element for coarse mesh solution 147
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element 146
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors 144
A mixed finite element for static and buckling analysis of laminated folded plates 144
A mixed isostatic 24 dof element for static and buckling analysis of laminated folded plates 136
The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates 134
A numerical asymtotic formulation in case for the post-buckling analysis of structures 132
GBT post-buckling analysis based on the Implicit Corotational Method 131
An isostatic quadrilateral membrane finite element with drilling rotations and no spurious modes 129
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures 128
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 127
A mixed 4-node 3D plate element based on self-equilibrated isostatic stresses 126
A high performance flexibility-based GBT finite element 126
Evaluation of performance of cold-formed steel structures usign Koiter asymptotic approach 125
MECHANICAL-BASED SEISMIC VULNERABILITY ANALYSIS OF INDUSTRIAL STEEL STRUCTURES WITH MASONRY INFILLS 125
Asymptotic post-buckling FEM analysis using corotational formulation, International 124
A rapid numerical-based vulnerability assessment method for masonry buildings subject to flood 123
Koiter’s asymptotic analysis of 3D beams using a corotational formulation 123
Corotational Formulation of Geometrically Nonlinear Element for Koiter's Stability Analysis 123
A dual decomposition of the closest point projection in incremental elasto-plasticity using a mixed shell finite element 120
Koiter asymptotic analysis of laminated composite plates 118
Accurate and efficient account of geometrical imperfections in Koiter analysis 118
An isogeometric solid-shell model for postbuckling optimisation strategies 117
Analytic integration of singular kernels for boundary element analysis of plane orthotropic media 117
A mixed hexahedral solid‐shell finite element with self‐equilibrated isostatic assumed stresses for geometrically nonlinear problems 116
A corotational mixed flat shell finite element for the efficient geometrically nonlinear analysis of laminated composite structures 116
Asymptotic post-Buckling FEM analysis of laminated composite folded plates 115
A mixed finite-element formulation for the elasto-plastic analysis of shell structures 113
A hybrid stress finite element for the efficient nonlinear analysis of masonry walls based on a multi-failure strength domain 112
Direct evaluation of the post-buckling behavior of slender structures through a numerical asymptotic formulation 112
An efficient elastoplastic model for the analysis of reinforced concrete shells 110
Evaluation of performance of cold‐formed steel structures using Koiter asymptotic approach 110
Geometrically nonlinear 3D beam model based on Saint Ven´ant rod theory 109
On the relationship of the shear deformable Generalized Beam Theory with classical and non-classical theories 109
An archetype-based automated procedure to derive global-local seismic fragility of masonry building aggregates: META-FORMA-XL 107
Koiter asymptotic analysis of thin-walled cold-formed steel members 106
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy) 105
Koiter postbuckling fem analysis of plate assemblages using a corotational formulation 104
Koiter analysis of folded structures using a corotational approach 104
Hydrological and structural monitoring for flood risk mitigation in Cosenza urban area (southern Italy) 102
Imperfection sensitivity analysis of laminated folded plates 101
Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method 101
Accurate and efficient a posteriori account of geometrical imperfections in Koiter finite element analysis 100
Elastic postbuckling analysis: how to recover accurate nonlinear structural models from the linear ones 100
Mixed shell element for static and buckling analysis of variable angle tow composite plates 98
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 97
Koiter method and solid shell finite elements for postbuckling optimisation of variable angle tow composite structures 97
A geometrically nonlinear Hellinger–Reissner shell element for the postbuckling analysis of variable stiffness composite laminate structures 97
Post-buckling analysis of variable-angle tow composite plates using Koiter's approach and the finite element method 95
Implicit Corotational Method: FEM implementation 95
Imperfection sensitivity analysis of cold formed steel members 95
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 95
A hybrid virtual element formulation for 2D elasticity problems 94
Misure di deformazione razionali - La formulazione Corotazionale Implicita 94
Imperfection sensitivity of post-buckling of FML channel section column 94
Imperfection sensitivity analysis of composite cylindrical shells using Koiter's method 92
Geometrically exact beam and plate models: the Implicit Corotational Method 92
Material design for optimal postbuckling behaviour of composite shells 92
KOITER ASYMPTOTIC ANALYSIS IN TECHNICAL APPLICATIONS 91
Variable angle tow composites in fibre-reinforced polymer bridges 90
Koiter Asymptotic Analysis of Thin-walled Cold-formed Steel Uprights Pallet Racks 90
A stabilization-free hybrid virtual element formulation for the accurate analysis of 2D elasto-plastic problems 89
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 88
Evaluation of the erosion of critical buckling load of cold-formed steel members in compression based on Koiter asymptotic analysis 88
Koiter asymptotic analysis in technical applications 87
Koiter Asymptotic Analysis of Variable-Angle Tow Composite Plates 87
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 86
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 86
Rational strain measures - The implicit corotational method 86
SEISMIC FRAGILITY EVALUATION OF TYPOLOGICAL MASONRY AGGREGATES ACCOUNTING FOR LOCAL COLLAPSE MECHANISMS 85
Geometrically nonlinear models based on linear elastic solutions 85
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach 82
Nonlinear time history seismic analysis of inelastic 3D frame buildings in a reduced modal space 81
Koiter asymptotic analysis of folded laminated composite plates 81
Numerical investigation and direct strength design of cold-formed steel lipped channel columns experiencing local-distortional-global interaction 81
Koiter Asymptotic Analysis of Thin-Walled Cold-Formed Steel Members 79
Imperfection sensitivity analysis of cold formed steel members in compression 79
Geometrically nonlinear thermoelastic analysis of shells: modelling, incremental-iterative solution and reduction technique 78
Imperfection sensitivity analysis of laminated folded plates using Koiter’s asymptotic approach 77
Implicit Corotational Method: analysis of slender panels assemblages 77
Imperfection sensitivity analysis of the nonlinear stability of composite beams - Numerical and experimental investigations 74
Imperfection sensitivity analysis of composite cylindrical shells using Koiter’s method 70
Large rotation finite element analysis of 3d beams based on incremental rotation vector and exact strain measures 59
Locking and stabilization free Hybrid Virtual Elements for the coarse mesh analysis of elastic thick plates 57
Gradient-based initial postbuckling optimisation of imperfection-sensitive variable angle tow shells using an implicitly differentiated reduced-order model 28
Accurate shakedown analysis of 2D problems based on stabilization-free hybrid virtual elements 24
Totale 10.239
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Categoria #
all - tutte 57.905
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 57.905
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022651 0 0 0 93 71 31 12 72 3 0 136 233
2022/2023898 127 87 17 126 112 85 4 124 102 12 88 14
2023/2024568 49 30 29 14 30 139 34 27 52 31 15 118
2024/20251.500 124 213 33 64 150 104 77 121 105 50 161 298
2025/20264.558 509 191 614 377 837 323 472 171 275 411 153 225
2026/2027996 257 61 180 498 0 0 0 0 0 0 0 0
Totale 10.239