IRIS
GARCEA, Giovanni
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.555
AS - Asia 3.850
EU - Europa 2.506
SA - Sud America 1.043
AF - Africa 241
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 9
AN - Antartide 1
Totale 12.222
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.394
SG - Singapore 1.694
CN - Cina 892
BR - Brasile 824
UA - Ucraina 752
DE - Germania 650
VN - Vietnam 446
IT - Italia 426
HK - Hong Kong 249
SE - Svezia 226
KR - Corea 160
SN - Senegal 137
TR - Turchia 131
FI - Finlandia 104
NL - Olanda 103
AR - Argentina 94
CA - Canada 85
GB - Regno Unito 55
MX - Messico 51
BD - Bangladesh 48
EC - Ecuador 41
ZA - Sudafrica 39
IN - India 38
IQ - Iraq 38
RU - Federazione Russa 37
BE - Belgio 31
ID - Indonesia 31
FR - Francia 27
MA - Marocco 23
VE - Venezuela 21
CZ - Repubblica Ceca 19
PL - Polonia 17
PY - Paraguay 17
AU - Australia 16
JP - Giappone 14
PK - Pakistan 13
CO - Colombia 12
KZ - Kazakistan 12
UZ - Uzbekistan 12
AE - Emirati Arabi Uniti 10
PE - Perù 10
AL - Albania 9
CL - Cile 9
BO - Bolivia 8
EU - Europa 8
BG - Bulgaria 7
DO - Repubblica Dominicana 7
EG - Egitto 7
ES - Italia 7
KE - Kenya 7
LT - Lituania 7
NP - Nepal 7
TN - Tunisia 7
AZ - Azerbaigian 6
OM - Oman 6
UY - Uruguay 6
DZ - Algeria 5
HN - Honduras 5
JO - Giordania 5
MY - Malesia 5
RO - Romania 5
SY - Repubblica araba siriana 5
LV - Lettonia 4
NI - Nicaragua 4
PA - Panama 4
AT - Austria 3
BA - Bosnia-Erzegovina 3
GA - Gabon 3
KG - Kirghizistan 3
NG - Nigeria 3
NO - Norvegia 3
PS - Palestinian Territory 3
SA - Arabia Saudita 3
AM - Armenia 2
BB - Barbados 2
BH - Bahrain 2
DK - Danimarca 2
ET - Etiopia 2
GE - Georgia 2
HU - Ungheria 2
IL - Israele 2
KW - Kuwait 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
PT - Portogallo 2
AO - Angola 1
BN - Brunei Darussalam 1
BW - Botswana 1
CG - Congo 1
CR - Costa Rica 1
DM - Dominica 1
GS - Georgia del Sud e Isole Sandwich Australi 1
GT - Guatemala 1
GY - Guiana 1
IE - Irlanda 1
IR - Iran 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LY - Libia 1
MT - Malta 1
Totale 12.212
Salva come PNG Salva come JPEG
Città #
Singapore 696
Chandler 652
Jacksonville 572
Dallas 525
Dearborn 336
Boardman 316
Hong Kong 242
Beijing 206
Ashburn 169
Ho Chi Minh City 161
Seoul 155
Florence 143
Lawrence 138
Dakar 137
Roxbury 137
Shanghai 128
Bremen 120
Hefei 118
Izmir 113
Hanoi 95
Des Moines 89
Cambridge 81
Helsinki 81
Rende 79
São Paulo 76
Inglewood 70
Naaldwijk 70
Munich 63
San Mateo 58
Ann Arbor 56
Ottawa 55
Brooklyn 53
Grafing 50
Columbus 36
Los Angeles 36
New York 36
The Dalles 36
Seattle 35
Ogden 31
Brussels 30
Guangzhou 30
Wilmington 30
San Francisco 27
Santa Clara 25
Council Bluffs 24
Rio de Janeiro 23
Wuhan 22
Curitiba 20
Turku 20
Quito 19
Haiphong 18
Falkenstein 17
Brno 16
Da Nang 16
London 16
Amsterdam 15
Baghdad 15
Toronto 15
Catanzaro 14
Norwalk 14
Redmond 14
Brasília 13
Frankfurt am Main 13
Hải Dương 13
Jiaxing 13
Johannesburg 13
Naples 13
Redwood City 13
Dhaka 12
Porto Alegre 12
Pune 12
Tianjin 12
Tokyo 12
Mexico City 11
Milan 11
Warsaw 11
Belo Horizonte 10
Guayaquil 10
Ribeirão Preto 10
Asunción 9
Bari 9
Biên Hòa 9
Cape Town 9
Lima 9
Mascalucia 9
Nanjing 9
Tashkent 9
Ankara 8
Buenos Aires 8
Stockholm 8
Wuxi 8
Yiwu 8
Bắc Ninh 7
Caracas 7
Falls Church 7
Goiânia 7
Guarulhos 7
Montreal 7
Phoenix 7
Salvador 7
Totale 7.072
Salva come PNG Salva come JPEG
Nome #
A robust penalty coupling of non-matching isogeometric Kirchhoff–Love shell patches in large deformations 133
A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces 133
A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems 132
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells 130
A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features 128
A generalized model for heterogeneous and anisotropic beams including section distortions 126
A mixed edge-based smoothed finite element method (MES-FEM) for elasticity 126
An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations 123
A composite beam model including variable warping effects derived from a generalized Saint Venant solution 118
A nonlinear algorithm for the analysis of elastoplastic structures modelled with mixed finite elements 118
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements 117
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling 114
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory 111
A mixed node-based smoothed finite element method (MNS-FEM) for elasticity 111
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach 111
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells 109
A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod 108
A mixed finite element of beam with nonuniform warping based on exact shape functions 107
The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates 106
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element 106
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors 105
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation 105
Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy 104
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells 103
A robust and efficient iterative strategy for geometrically non-linear structural problems: assessment in displacement-based FEA and IGA 103
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach 103
Perturbation approach to elastic post-buckling analysis 102
A mixed algorithm for incremental elastoplastic analysis 102
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 101
A general model for the nonlinear analysis of beams including the effects of section distortions 100
Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements 99
A general model for the analysis of composite beams including warping effects 99
Optimal design of cnt-nanocomposite nonlinear shells 99
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 99
A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis 98
A mixed beam model with non-uniform warpings derived from the Saint Venant rod 98
An efficient numerical method for shakedown analysis 97
Asymptotic post‐buckling analysis of rectangular plates by HC finite elements 96
Buckling analysis through a generalized beam model including section distortions 96
A geometrically exact beam model with nonuniform warping coherently derived from the Saint Venant rod 94
A numerical asymtotic formulation in case for the post-buckling analysis of structures 94
An isogeometric solid-shell model for postbuckling optimisation strategies 92
Direct evaluation of the post-buckling behavior of slender structures through a numerical asymptotic formulation 92
A general model for the analysis of beams including warping effects 92
Evaluation of the capacity surfaces of reinforced concrete sections: Eurocode versus a plasticity-based approach 92
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures 91
An isogeometric solid-shell formulation for geometrically nonlinear analysis 90
Koiter’s asymptotic analysis of 3D beams using a corotational formulation 90
Isogeometric analysis of 3D beams for arbitrarily large rotations: Locking-free and path-independent solution without displacement DOFs inside the patch 90
A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass 89
An algorithm for incremental elastoplastic analysis using equality constrained sequential quadratic programming 89
Finite element shakedown analysis of two-dimensional structures', 89
Mixed formulation and locking in path-following nonlinear analysis 89
A two-level computational approach for the elasto-plastic analysis of framed structures with composite cross-sections 88
Analisi ad elementi finiti per la verifica a shakedown di strutture bidimensionali piane 85
Asymptotic post-buckling FEM analysis using corotational formulation, International 85
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 84
Mixed finite elements with enhanced plastic behavior 83
A mixed finite-element formulation for the elasto-plastic analysis of shell structures 82
Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method 82
Asymptotic postbuckling analysis of rectangular plates by HC finite elements 81
Elastic postbuckling analysis: how to recover accurate nonlinear structural models from the linear ones 81
Accurate and efficient account of geometrical imperfections in Koiter analysis 81
A numerical strategy for the analysis of infinitesimal mechanisms 81
Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: Mixed finite elements and incremental-iterative solution 81
Erratum to 'An iterative method for shakedown analysis' 80
Koiter method and solid shell finite elements for postbuckling optimisation of variable angle tow composite structures 78
A 3D distributed plasticity beam–column element for metal structures considering tangential stresses and warping with minimal DOFs 78
Three field finite elements for the elastoplastic analysis of 2D continua Finite Elements in Analysis and Design 78
SHAKEDOWN ANALYSIS OF 3D FRAMES WITH AN EFFECTIVE TREATMENT OF THE LOAD COMBINATIONS 78
Koiter postbuckling fem analysis of plate assemblages using a corotational formulation 78
Koiter asymptotic analysis of thin walled structures using a mixed continuum solid-shell finite element 78
Mixed formulation in Koiter analysis of thin-walled beams 77
Misure di deformazione razionali - La formulazione Corotazionale Implicita 76
A dual decomposition of the closest point projection in incremental elasto-plasticity using a mixed shell finite element 76
Rational strain measures - The implicit corotational method 75
Plastically enriched assumed stress finite elements 75
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 75
Shakedown Analysis of 3D Frames with an Effective Treatment of the Load Combinations 74
Mixed Smoothed and Composite FEM Models for Limit and Shakedown Analysis 74
Geometrically nonlinear 3D beam model based on Saint Ven´ant rod theory 74
A Nonlinear Model for the Analysis of Composite Beams including Warping Effects 74
An Efficient Algorithm for Shakedown Analysis Based on Equality Constrained Sequential Quadratic 73
Koiter's analysis of thin-walled structures by a finite element approach 72
Shakedown analysis of 3D frames with an effective evaluation of the elastic domain and load combinations 72
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 71
Mathematical modeling of thin-walled beams and FEM applications 71
Shakedown analysis with nonlinear yield function: requirements for an accurate and effective FEM shakedown analysis 71
A Vlasov Beam Model derived by the Implicit Corotational Method 71
Mixed formulation for a nonlinear beam finite element 71
Limit and shakedown analysis based on solid shell models 71
Thin wallewd member linear and buckling analysus: A comparison between GBT and GE 71
An iterative method for shakedown analysis 71
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 70
Finite element shakedown analysis of two-dimensional structures 70
Path-following analysis of thin-walled structures and comparison with asymptotic post-critical solutions 70
Effective treatment of complex statical and dynamical load combinations within shakedown analysis of 3D frames 70
Validazione mediante analisi step-by-step di un codice FEM per l'analisi multimodale di strutture elastiche in parete sottile year=1995, 69
Efficienza computazionale di strategie numeriche per l'analisi a shakedown 69
Limit fire analysis of 3D frame structures 69
Totale 9.113
Salva come PNG Salva come JPEG
Categoria #
all - tutte 82.631
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 82.631
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021526 0 0 0 0 0 125 16 133 6 124 7 115
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
2025/20263.865 837 263 801 629 1.220 115 0 0 0 0 0 0
Totale 12.329