IRIS
GARCEA, Giovanni
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.119
AS - Asia 5.039
EU - Europa 3.045
SA - Sud America 1.376
AF - Africa 345
Continente sconosciuto - Info sul continente non disponibili 123
OC - Oceania 18
AN - Antartide 1
Totale 16.066
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.866
SG - Singapore 1.903
CN - Cina 1.039
BR - Brasile 1.022
VN - Vietnam 799
UA - Ucraina 767
DE - Germania 671
IT - Italia 664
HK - Hong Kong 277
SE - Svezia 227
FR - Francia 186
BD - Bangladesh 170
KR - Corea 160
TR - Turchia 153
SN - Senegal 138
AR - Argentina 127
NL - Olanda 114
CA - Canada 113
FI - Finlandia 110
IN - India 108
IQ - Iraq 84
GB - Regno Unito 73
MX - Messico 73
ZA - Sudafrica 64
EC - Ecuador 62
ID - Indonesia 59
RU - Federazione Russa 52
CO - Colombia 46
VE - Venezuela 41
MA - Marocco 38
BE - Belgio 34
PK - Pakistan 32
MY - Malesia 31
UZ - Uzbekistan 25
PL - Polonia 23
SA - Arabia Saudita 23
PY - Paraguay 22
CZ - Repubblica Ceca 21
AE - Emirati Arabi Uniti 20
TN - Tunisia 20
CL - Cile 19
ES - Italia 19
JP - Giappone 18
AU - Australia 17
DZ - Algeria 16
KE - Kenya 16
PE - Perù 16
AL - Albania 14
EG - Egitto 14
PH - Filippine 14
BO - Bolivia 13
DO - Repubblica Dominicana 13
KZ - Kazakistan 13
JO - Giordania 12
NP - Nepal 12
OM - Oman 11
JM - Giamaica 10
LT - Lituania 10
AZ - Azerbaigian 8
BG - Bulgaria 8
EU - Europa 8
NI - Nicaragua 8
RO - Romania 8
TH - Thailandia 8
CR - Costa Rica 7
HN - Honduras 7
SY - Repubblica araba siriana 7
UY - Uruguay 7
BY - Bielorussia 6
ET - Etiopia 6
KG - Kirghizistan 6
KW - Kuwait 6
LB - Libano 6
NG - Nigeria 6
PA - Panama 6
PS - Palestinian Territory 6
AM - Armenia 5
GT - Guatemala 5
LV - Lettonia 5
AT - Austria 4
BH - Bahrain 4
GA - Gabon 4
IL - Israele 4
LY - Libia 4
QA - Qatar 4
BA - Bosnia-Erzegovina 3
BB - Barbados 3
BW - Botswana 3
HU - Ungheria 3
LK - Sri Lanka 3
NO - Norvegia 3
TT - Trinidad e Tobago 3
BF - Burkina Faso 2
CG - Congo 2
DK - Danimarca 2
GE - Georgia 2
IE - Irlanda 2
LA - Repubblica Popolare Democratica del Laos 2
MD - Moldavia 2
MG - Madagascar 2
Totale 15.914
Salva come PNG Salva come JPEG
Città #
Singapore 816
Chandler 652
Jacksonville 572
Dallas 544
San Jose 515
Council Bluffs 380
Ashburn 363
Dearborn 336
Boardman 316
Ho Chi Minh City 274
Hong Kong 266
Beijing 217
Hanoi 184
Seoul 155
Florence 143
Dakar 138
Lawrence 138
Lauterbourg 137
Roxbury 137
Shanghai 133
Bremen 121
Hefei 119
Izmir 113
São Paulo 99
Des Moines 90
Helsinki 87
Rende 85
Cambridge 81
New York 79
Inglewood 70
Naaldwijk 70
Santa Clara 70
Munich 64
Ottawa 58
San Mateo 58
Ann Arbor 56
Brooklyn 56
Milan 56
Columbus 55
Los Angeles 55
Grafing 50
Guangzhou 38
Da Nang 37
Rome 36
The Dalles 36
Seattle 35
Baghdad 33
Rio de Janeiro 33
Brussels 32
Ogden 31
Wilmington 31
Haiphong 30
Quito 29
San Francisco 28
Naples 26
Orem 26
Johannesburg 24
Curitiba 23
London 23
Wuhan 23
Toronto 22
Frankfurt am Main 21
Dhaka 20
Tashkent 20
Turku 20
Amsterdam 19
Tianjin 19
Hải Dương 18
Catanzaro 17
Falkenstein 17
Phoenix 17
Brno 16
Mexico City 16
Brasília 15
Cape Town 15
Chicago 15
Mumbai 15
Guayaquil 14
Istanbul 14
Norwalk 14
Redmond 14
Belo Horizonte 13
Caracas 13
Jiaxing 13
Nairobi 13
Omaha 13
Porto Alegre 13
Redwood City 13
Ribeirão Preto 13
Tokyo 13
Warsaw 13
Asunción 12
Kuala Lumpur 12
Montreal 12
Ninh Bình 12
Pune 12
Shenzhen 12
Bari 11
Bologna 11
Buffalo 11
Totale 9.175
Salva come PNG Salva come JPEG
Nome #
A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features 216
A robust penalty coupling of non-matching isogeometric Kirchhoff–Love shell patches in large deformations 203
A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems 188
A mixed beam model with non-uniform warpings derived from the Saint Venant rod 177
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells 171
A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces 169
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation 162
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach 161
A mixed node-based smoothed finite element method (MNS-FEM) for elasticity 160
A mixed edge-based smoothed finite element method (MES-FEM) for elasticity 159
A composite beam model including variable warping effects derived from a generalized Saint Venant solution 155
A generalized model for heterogeneous and anisotropic beams including section distortions 152
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling 151
An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations 149
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements 147
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells 142
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 141
A nonlinear algorithm for the analysis of elastoplastic structures modelled with mixed finite elements 140
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors 137
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells 137
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory 135
A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod 135
A mixed algorithm for incremental elastoplastic analysis 133
Asymptotic post‐buckling analysis of rectangular plates by HC finite elements 132
Optimal design of cnt-nanocomposite nonlinear shells 131
Perturbation approach to elastic post-buckling analysis 130
A mixed finite element of beam with nonuniform warping based on exact shape functions 129
A robust and efficient iterative strategy for geometrically non-linear structural problems: assessment in displacement-based FEA and IGA 128
A general model for the analysis of composite beams including warping effects 128
The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates 127
A general model for the nonlinear analysis of beams including the effects of section distortions 127
Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy 127
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element 125
Evaluation of the capacity surfaces of reinforced concrete sections: Eurocode versus a plasticity-based approach 125
Extrapolation locking and its sanitization in Koiter's asymptotic analysis 123
A numerical asymtotic formulation in case for the post-buckling analysis of structures 122
Mixed formulation in Koiter analysis of thin-walled beams 121
Mixed formulation and locking in path-following nonlinear analysis 121
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 120
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures 120
Asymptotic post-buckling FEM analysis using corotational formulation, International 120
A 3D distributed plasticity beam–column element for metal structures considering tangential stresses and warping with minimal DOFs 119
A general model for the analysis of beams including warping effects 119
A geometrically exact beam model with nonuniform warping coherently derived from the Saint Venant rod 119
An efficient numerical method for shakedown analysis 119
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach 119
An iterative method for shakedown analysis 118
A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass 117
Buckling analysis through a generalized beam model including section distortions 116
Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements 116
A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis 116
Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: Mixed finite elements and incremental-iterative solution 114
A dual decomposition of the closest point projection in incremental elasto-plasticity using a mixed shell finite element 114
An isogeometric solid-shell model for postbuckling optimisation strategies 113
A two-level computational approach for the elasto-plastic analysis of framed structures with composite cross-sections 113
An isogeometric solid-shell formulation for geometrically nonlinear analysis 112
Sensitivity to intensity and distribution of the temperature field in the nonlinear thermo-mechanical analysis of laminated glass plates 111
An algorithm for incremental elastoplastic analysis using equality constrained sequential quadratic programming 110
Finite element shakedown analysis of two-dimensional structures', 110
Isogeometric analysis of 3D beams for arbitrarily large rotations: Locking-free and path-independent solution without displacement DOFs inside the patch 109
Direct evaluation of the post-buckling behavior of slender structures through a numerical asymptotic formulation 107
A mixed finite-element formulation for the elasto-plastic analysis of shell structures 106
Koiter’s asymptotic analysis of 3D beams using a corotational formulation 104
Large deformation Kirchhoff–Love shell hierarchically enriched with warping: Isogeometric formulation and modeling of alternating stiff/soft layups 101
Koiter postbuckling fem analysis of plate assemblages using a corotational formulation 101
Limit fire analysis of 3D frame structures 101
Analisi ad elementi finiti per la verifica a shakedown di strutture bidimensionali piane 99
Three field finite elements for the elastoplastic analysis of 2D continua Finite Elements in Analysis and Design 98
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 98
Asymptotic postbuckling analysis of rectangular plates by HC finite elements 97
Elastic postbuckling analysis: how to recover accurate nonlinear structural models from the linear ones 97
Plastically enriched assumed stress finite elements 96
Mixed finite elements with enhanced plastic behavior 96
Accurate and efficient account of geometrical imperfections in Koiter analysis 96
Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method 94
A numerical strategy for the analysis of infinitesimal mechanisms 94
Accurate and efficient a posteriori account of geometrical imperfections in Koiter finite element analysis 93
SHAKEDOWN ANALYSIS OF 3D FRAMES WITH AN EFFECTIVE TREATMENT OF THE LOAD COMBINATIONS 93
Geometrically nonlinear 3D beam model based on Saint Ven´ant rod theory 93
Path-following analysis of thin-walled structures and comparison with asymptotic post-critical solutions 93
A Nonlinear Model for the Analysis of Composite Beams including Warping Effects 92
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 91
Koiter method and solid shell finite elements for postbuckling optimisation of variable angle tow composite structures 91
Shakedown Analysis of 3D Frames with an Effective Treatment of the Load Combinations 90
Un algoritmo di tipo misto per l’analisi incrementale in campo elasto-plastico 90
Implicit Corotational Method: FEM implementation 90
Nonlinear thermoelastic analysis of shell structures: solid-shell modelling and high-performing continuation method 90
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 90
Mixed formulation for a nonlinear beam finite element 89
Koiter asymptotic analysis of thin walled structures using a mixed continuum solid-shell finite element 89
Limit and shakedown analysis based on solid shell models 89
Koiter's analysis of thin-walled structures by a finite element approach 89
Misure di deformazione razionali - La formulazione Corotazionale Implicita 89
Mixed Smoothed and Composite FEM Models for Limit and Shakedown Analysis 88
Thin wallewd member linear and buckling analysus: A comparison between GBT and GE 88
Erratum to 'An iterative method for shakedown analysis' 88
Effective treatment of complex statical and dynamical load combinations within shakedown analysis of 3D frames 88
Material design for optimal postbuckling behaviour of composite shells 88
Shakedown analysis of 3D frames with an effective evaluation of the elastic domain and load combinations 87
An Efficient Algorithm for Shakedown Analysis Based on Equality Constrained Sequential Quadratic 86
Totale 11.799
Salva come PNG Salva come JPEG
Categoria #
all - tutte 96.047
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 96.047
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.124 0 0 0 91 139 64 20 97 14 3 243 453
2022/20231.511 192 124 12 188 254 119 6 224 162 32 161 37
2023/2024864 68 25 76 22 63 160 48 60 68 50 40 184
2024/20252.493 241 393 101 97 188 150 159 161 169 91 200 543
2025/20267.031 837 263 801 629 1.220 447 844 298 456 636 279 321
2026/2027571 442 91 38 0 0 0 0 0 0 0 0 0
Totale 16.066