IRIS
GARCEA, Giovanni
 Distribuzione geografica
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Continente #
NA - Nord America 5.670
AS - Asia 4.957
EU - Europa 2.966
SA - Sud America 1.358
AF - Africa 343
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 11
AN - Antartide 1
Totale 15.324
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Nazione #
US - Stati Uniti d'America 5.439
SG - Singapore 1.902
CN - Cina 1.015
BR - Brasile 1.014
VN - Vietnam 795
UA - Ucraina 765
DE - Germania 668
IT - Italia 600
HK - Hong Kong 274
SE - Svezia 227
FR - Francia 182
KR - Corea 160
TR - Turchia 153
BD - Bangladesh 141
SN - Senegal 138
AR - Argentina 126
NL - Olanda 114
FI - Finlandia 110
CA - Canada 102
IN - India 97
IQ - Iraq 84
MX - Messico 72
GB - Regno Unito 70
ZA - Sudafrica 62
EC - Ecuador 59
ID - Indonesia 57
RU - Federazione Russa 52
CO - Colombia 42
VE - Venezuela 40
MA - Marocco 38
BE - Belgio 34
PK - Pakistan 32
MY - Malesia 30
UZ - Uzbekistan 25
PL - Polonia 23
PY - Paraguay 22
CZ - Repubblica Ceca 21
SA - Arabia Saudita 21
AE - Emirati Arabi Uniti 20
TN - Tunisia 20
CL - Cile 18
ES - Italia 18
AU - Australia 17
DZ - Algeria 16
JP - Giappone 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
LT - Lituania 9
AZ - Azerbaigian 8
BG - Bulgaria 8
EU - Europa 8
RO - Romania 8
JM - Giamaica 7
NI - Nicaragua 7
SY - Repubblica araba siriana 7
UY - Uruguay 7
BY - Bielorussia 6
ET - Etiopia 6
HN - Honduras 6
KG - Kirghizistan 6
KW - Kuwait 6
LB - Libano 6
NG - Nigeria 6
PA - Panama 6
PS - Palestinian Territory 6
AM - Armenia 5
CR - Costa Rica 5
LV - Lettonia 5
TH - Thailandia 5
AT - Austria 4
BH - Bahrain 4
GA - Gabon 4
GT - Guatemala 4
IL - Israele 4
LY - Libia 4
QA - Qatar 4
BA - Bosnia-Erzegovina 3
BB - Barbados 3
BW - Botswana 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
HU - Ungheria 2
IE - Irlanda 2
LA - Repubblica Popolare Democratica del Laos 2
MD - Moldavia 2
MG - Madagascar 2
Totale 15.286
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Città #
Singapore 815
Chandler 652
Jacksonville 572
Dallas 537
San Jose 514
Dearborn 336
Ashburn 322
Boardman 316
Ho Chi Minh City 274
Hong Kong 263
Beijing 214
Hanoi 183
Council Bluffs 163
Seoul 155
Florence 143
Dakar 138
Lawrence 138
Lauterbourg 137
Roxbury 137
Shanghai 133
Bremen 121
Hefei 119
Izmir 113
São Paulo 98
Des Moines 89
Helsinki 87
Rende 84
Cambridge 81
Inglewood 70
Naaldwijk 70
New York 69
Munich 64
San Mateo 58
Ottawa 57
Ann Arbor 56
Brooklyn 56
Columbus 54
Grafing 50
Los Angeles 47
Guangzhou 38
Santa Clara 38
Da Nang 37
The Dalles 36
Seattle 35
Baghdad 33
Rio de Janeiro 33
Brussels 32
Ogden 31
Haiphong 30
Milan 30
Wilmington 30
Rome 28
San Francisco 28
Orem 26
Quito 26
Naples 24
Curitiba 23
Johannesburg 22
Wuhan 22
London 20
Tashkent 20
Turku 20
Amsterdam 19
Tianjin 19
Dhaka 18
Frankfurt am Main 18
Hải Dương 18
Falkenstein 17
Toronto 17
Brno 16
Catanzaro 16
Mexico City 16
Brasília 15
Cape Town 15
Guayaquil 14
Istanbul 14
Norwalk 14
Redmond 14
Belo Horizonte 13
Jiaxing 13
Nairobi 13
Porto Alegre 13
Redwood City 13
Tokyo 13
Warsaw 13
Asunción 12
Caracas 12
Chicago 12
Montreal 12
Ninh Bình 12
Pune 12
Ribeirão Preto 12
Bari 11
Casablanca 11
Kuala Lumpur 11
Lima 11
Salvador 11
Shenzhen 11
Thái Nguyên 11
Biên Hòa 10
Totale 8.769
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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 196
A robust penalty coupling of non-matching isogeometric Kirchhoff–Love shell patches in large deformations 191
A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems 180
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells 160
A mixed beam model with non-uniform warpings derived from the Saint Venant rod 158
A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces 156
A mixed edge-based smoothed finite element method (MES-FEM) for elasticity 153
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation 152
A mixed node-based smoothed finite element method (MNS-FEM) for elasticity 151
A composite beam model including variable warping effects derived from a generalized Saint Venant solution 150
A generalized model for heterogeneous and anisotropic beams including section distortions 149
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach 147
An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations 146
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements 145
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling 140
A nonlinear algorithm for the analysis of elastoplastic structures modelled with mixed finite elements 139
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells 134
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors 133
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells 133
A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod 132
A mixed algorithm for incremental elastoplastic analysis 132
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory 130
Asymptotic post‐buckling analysis of rectangular plates by HC finite elements 129
A mixed finite element of beam with nonuniform warping based on exact shape functions 127
A general model for the analysis of composite beams including warping effects 127
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 126
A general model for the nonlinear analysis of beams including the effects of section distortions 125
Optimal design of cnt-nanocomposite nonlinear shells 124
Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy 124
The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates 123
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element 123
Perturbation approach to elastic post-buckling analysis 122
A robust and efficient iterative strategy for geometrically non-linear structural problems: assessment in displacement-based FEA and IGA 121
A numerical asymtotic formulation in case for the post-buckling analysis of structures 120
Mixed formulation and locking in path-following nonlinear analysis 119
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 118
A geometrically exact beam model with nonuniform warping coherently derived from the Saint Venant rod 118
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach 118
A general model for the analysis of beams including warping effects 117
An efficient numerical method for shakedown analysis 117
Evaluation of the capacity surfaces of reinforced concrete sections: Eurocode versus a plasticity-based approach 117
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures 116
Extrapolation locking and its sanitization in Koiter's asymptotic analysis 115
Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements 114
A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass 113
A 3D distributed plasticity beam–column element for metal structures considering tangential stresses and warping with minimal DOFs 113
Mixed formulation in Koiter analysis of thin-walled beams 113
A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis 113
Asymptotic post-buckling FEM analysis using corotational formulation, International 113
An isogeometric solid-shell model for postbuckling optimisation strategies 111
Buckling analysis through a generalized beam model including section distortions 111
An iterative method for shakedown analysis 111
A dual decomposition of the closest point projection in incremental elasto-plasticity using a mixed shell finite element 111
An isogeometric solid-shell formulation for geometrically nonlinear analysis 110
Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: Mixed finite elements and incremental-iterative solution 108
A two-level computational approach for the elasto-plastic analysis of framed structures with composite cross-sections 107
Direct evaluation of the post-buckling behavior of slender structures through a numerical asymptotic formulation 106
Sensitivity to intensity and distribution of the temperature field in the nonlinear thermo-mechanical analysis of laminated glass plates 105
Finite element shakedown analysis of two-dimensional structures', 105
Isogeometric analysis of 3D beams for arbitrarily large rotations: Locking-free and path-independent solution without displacement DOFs inside the patch 105
An algorithm for incremental elastoplastic analysis using equality constrained sequential quadratic programming 104
A mixed finite-element formulation for the elasto-plastic analysis of shell structures 102
Koiter’s asymptotic analysis of 3D beams using a corotational formulation 102
Koiter postbuckling fem analysis of plate assemblages using a corotational formulation 99
Analisi ad elementi finiti per la verifica a shakedown di strutture bidimensionali piane 98
Large deformation Kirchhoff–Love shell hierarchically enriched with warping: Isogeometric formulation and modeling of alternating stiff/soft layups 97
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 97
Limit fire analysis of 3D frame structures 96
Three field finite elements for the elastoplastic analysis of 2D continua Finite Elements in Analysis and Design 95
Elastic postbuckling analysis: how to recover accurate nonlinear structural models from the linear ones 94
Accurate and efficient account of geometrical imperfections in Koiter analysis 94
Asymptotic postbuckling analysis of rectangular plates by HC finite elements 93
Plastically enriched assumed stress finite elements 93
Mixed finite elements with enhanced plastic behavior 93
Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method 91
SHAKEDOWN ANALYSIS OF 3D FRAMES WITH AN EFFECTIVE TREATMENT OF THE LOAD COMBINATIONS 91
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 90
Koiter method and solid shell finite elements for postbuckling optimisation of variable angle tow composite structures 90
Geometrically nonlinear 3D beam model based on Saint Ven´ant rod theory 90
A numerical strategy for the analysis of infinitesimal mechanisms 90
A Nonlinear Model for the Analysis of Composite Beams including Warping Effects 89
Implicit Corotational Method: FEM implementation 89
Koiter asymptotic analysis of thin walled structures using a mixed continuum solid-shell finite element 88
Misure di deformazione razionali - La formulazione Corotazionale Implicita 88
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 88
Accurate and efficient a posteriori account of geometrical imperfections in Koiter finite element analysis 87
Mixed formulation for a nonlinear beam finite element 87
Limit and shakedown analysis based on solid shell models 87
Thin wallewd member linear and buckling analysus: A comparison between GBT and GE 87
Erratum to 'An iterative method for shakedown analysis' 87
Koiter's analysis of thin-walled structures by a finite element approach 86
Shakedown Analysis of 3D Frames with an Effective Treatment of the Load Combinations 85
An Efficient Algorithm for Shakedown Analysis Based on Equality Constrained Sequential Quadratic 85
Mixed Smoothed and Composite FEM Models for Limit and Shakedown Analysis 85
Shakedown analysis of 3D frames with an effective evaluation of the elastic domain and load combinations 85
Effective treatment of complex statical and dynamical load combinations within shakedown analysis of 3D frames 85
Shakedown analysis with nonlinear yield function: requirements for an accurate and effective FEM shakedown analysis 84
Path-following analysis of thin-walled structures and comparison with asymptotic post-critical solutions 84
Un algoritmo di tipo misto per l’analisi incrementale in campo elasto-plastico 84
Material design for optimal postbuckling behaviour of composite shells 84
Totale 11.345
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Categoria #
all - tutte 91.762
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 91.762
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021115 0 0 0 0 0 0 0 0 0 0 0 115
2021/20221.175 11 40 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
2025/20266.972 837 263 801 629 1.220 447 844 298 456 636 279 262
Totale 15.436