GARCEA, Giovanni
 Distribuzione geografica
Continente #
NA - Nord America 3.582
EU - Europa 2.230
AS - Asia 1.377
SA - Sud America 174
AF - Africa 148
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 9
AN - Antartide 1
Totale 7.535
Nazione #
US - Stati Uniti d'America 3.501
UA - Ucraina 736
SG - Singapore 614
DE - Germania 595
CN - Cina 502
IT - Italia 382
SE - Svezia 218
BR - Brasile 155
SN - Senegal 137
TR - Turchia 127
NL - Olanda 96
FI - Finlandia 83
CA - Canada 70
HK - Hong Kong 36
KR - Corea 35
BE - Belgio 31
GB - Regno Unito 24
IN - India 18
CZ - Repubblica Ceca 17
AU - Australia 14
FR - Francia 10
VN - Vietnam 9
EU - Europa 8
RU - Federazione Russa 8
AR - Argentina 7
AE - Emirati Arabi Uniti 6
JP - Giappone 6
MX - Messico 6
MA - Marocco 5
ES - Italia 4
LT - Lituania 4
BD - Bangladesh 3
CL - Cile 3
EC - Ecuador 3
HN - Honduras 3
IQ - Iraq 3
KE - Kenya 3
NO - Norvegia 3
RO - Romania 3
ZA - Sudafrica 3
BG - Bulgaria 2
DK - Danimarca 2
HU - Ungheria 2
ID - Indonesia 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MY - Malesia 2
PK - Pakistan 2
PL - Polonia 2
UY - Uruguay 2
UZ - Uzbekistan 2
AM - Armenia 1
AT - Austria 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BO - Bolivia 1
CO - Colombia 1
CR - Costa Rica 1
GS - Georgia del Sud e Isole Sandwich Australi 1
JO - Giordania 1
KG - Kirghizistan 1
LU - Lussemburgo 1
NP - Nepal 1
OM - Oman 1
PA - Panama 1
PE - Perù 1
PT - Portogallo 1
RS - Serbia 1
SA - Arabia Saudita 1
SI - Slovenia 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 7.535
Città #
Chandler 652
Jacksonville 571
Singapore 360
Dearborn 336
Boardman 316
Florence 143
Lawrence 138
Dakar 137
Roxbury 137
Shanghai 123
Bremen 120
Izmir 113
Des Moines 88
Ashburn 83
Cambridge 81
Helsinki 80
Beijing 73
Inglewood 70
Naaldwijk 70
Rende 68
San Mateo 58
Ann Arbor 56
Ottawa 55
Grafing 50
Brooklyn 42
Seoul 32
Ogden 31
Seattle 31
Brussels 30
Wilmington 30
Guangzhou 29
Hong Kong 29
New York 22
Wuhan 22
Council Bluffs 21
San Francisco 21
Falkenstein 17
Munich 17
Brno 16
Santa Clara 16
Los Angeles 15
Catanzaro 14
Norwalk 14
Redmond 14
Amsterdam 13
Jiaxing 13
Redwood City 13
São Paulo 13
Pune 12
Toronto 12
Milan 10
Naples 10
London 9
Mascalucia 9
Nanjing 9
Bari 8
Wuxi 8
Yiwu 8
Falls Church 7
Frankfurt am Main 7
Shenzhen 7
Canberra 6
Cozzo 6
Hanoi 6
Ankara 5
Central 5
Curitiba 5
Hefei 5
Jinhua 5
Lessolo 5
Melbourne 5
Mountain View 5
Sugar Land 5
Atlanta 4
Borås 4
Campo Grande 4
Cosenza 4
Jinan 4
Nanchang 4
Ningbo 4
Reggio Calabria 4
Ribeirão Preto 4
Rio de Janeiro 4
Shenyang 4
Tokyo 4
Zibo 4
Berlin 3
Brasília 3
Changsha 3
Chengdu 3
Conversano 3
Dubai 3
Fuzhou 3
Haikou 3
Hebei 3
Lanzhou 3
Lappeenranta 3
Montepaone 3
Palermo 3
Rockville 3
Totale 4.766
Nome #
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements 92
A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features 91
An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations 89
A mixed edge-based smoothed finite element method (MES-FEM) for elasticity 86
A robust penalty coupling of non-matching isogeometric Kirchhoff–Love shell patches in large deformations 86
A generalized model for heterogeneous and anisotropic beams including section distortions 83
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory 83
A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces 83
The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates 82
A composite beam model including variable warping effects derived from a generalized Saint Venant solution 80
A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis 80
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element 79
A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems 78
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells 78
A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod 77
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach 77
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation 77
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach 74
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells 73
A nonlinear algorithm for the analysis of elastoplastic structures modelled with mixed finite elements 72
Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements 71
A robust and efficient iterative strategy for geometrically non-linear structural problems: assessment in displacement-based FEA and IGA 71
A numerical asymtotic formulation in case for the post-buckling analysis of structures 71
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells 70
A general model for the nonlinear analysis of beams including the effects of section distortions 70
Evaluation of the capacity surfaces of reinforced concrete sections: Eurocode versus a plasticity-based approach 69
Perturbation approach to elastic post-buckling analysis 68
Asymptotic postbuckling analysis of rectangular plates by HC finite elements 67
A mixed algorithm for incremental elastoplastic analysis 67
Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy 67
An efficient numerical method for shakedown analysis 66
An algorithm for incremental elastoplastic analysis using equality constrained sequential quadratic programming 65
Elastic postbuckling analysis: how to recover accurate nonlinear structural models from the linear ones 65
A geometrically exact beam model with nonuniform warping coherently derived from the Saint Venant rod 65
Analisi ad elementi finiti per la verifica a shakedown di strutture bidimensionali piane 65
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling 65
A general model for the analysis of beams including warping effects 63
Accurate and efficient account of geometrical imperfections in Koiter analysis 63
A numerical strategy for the analysis of infinitesimal mechanisms 62
A general model for the analysis of composite beams including warping effects 61
Asymptotic post-buckling FEM analysis using corotational formulation, International 61
Isogeometric analysis of 3D beams for arbitrarily large rotations: Locking-free and path-independent solution without displacement DOFs inside the patch 61
A mixed node-based smoothed finite element method (MNS-FEM) for elasticity 60
Direct evaluation of the post-buckling behavior of slender structures through a numerical asymptotic formulation 60
Koiter’s asymptotic analysis of 3D beams using a corotational formulation 59
A mixed beam model with non-uniform warpings derived from the Saint Venant rod 59
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 59
Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method 58
Finite element shakedown analysis of two-dimensional structures', 58
A mixed finite element of beam with nonuniform warping based on exact shape functions 58
An isogeometric solid-shell formulation for geometrically nonlinear analysis 58
Optimal design of cnt-nanocomposite nonlinear shells 58
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 57
Three field finite elements for the elastoplastic analysis of 2D continua Finite Elements in Analysis and Design 56
A Nonlinear Model for the Analysis of Composite Beams including Warping Effects 56
Mixed formulation and locking in path-following nonlinear analysis 56
A two-level computational approach for the elasto-plastic analysis of framed structures with composite cross-sections 56
A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass 55
Asymptotic post‐buckling analysis of rectangular plates by HC finite elements 55
An iterative method for shakedown analysis 53
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors 52
Buckling analysis through a generalized beam model including section distortions 52
A Vlasov Beam Model derived by the Implicit Corotational Method 52
Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: Mixed finite elements and incremental-iterative solution 52
Erratum to 'An iterative method for shakedown analysis' 52
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures 50
An Efficient Algorithm for Shakedown Analysis Based on Equality Constrained Sequential Quadratic 50
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 49
Koiter asymptotic analysis of thin walled structures using a mixed continuum solid-shell finite element 49
Mixed formulation in Koiter analysis of thin-walled beams 48
Effective treatment of complex statical and dynamical load combinations within shakedown analysis of 3D frames 48
Geometrically nonlinear 3D beam model based on Saint Ven´ant rod theory 47
Koiter postbuckling fem analysis of plate assemblages using a corotational formulation 47
Un algoritmo di tipo misto per l’analisi incrementale in campo elasto-plastico 47
Composite finite elements in structural analysis 47
Misure di deformazione razionali - La formulazione Corotazionale Implicita 47
Koiter method and solid shell finite elements for postbuckling optimisation of variable angle tow composite structures 46
Implicit Corotational Method: analysis of slender panels assemblages 46
Koiter's analysis of thin-walled structures by a finite element approach 46
An isogeometric solid-shell model for postbuckling optimisation strategies 45
Mathematical modeling of thin-walled beams and FEM applications 45
Geometrically exact beam and plate models: the Implicit Corotational Method 45
Un approccio perturbativo misto per valutare l'ordine di meccanismi infinitesimi in strutture reticolari spaziali 45
Thin wallewd member linear and buckling analysus: A comparison between GBT and GE 45
Mixed formulation for a nonlinear beam finite element 44
Efficient Shakedown Analysis of Reinforced Concrete Three-Dimensional Frames subject to a Large Number of Loads 44
Extrapolation locking and its sanitization in Koiter's asymptotic analysis 44
Shakedown analysis with nonlinear yield function: requirements for an accurate and effective FEM shakedown analysis 43
Mixed formulation of plastic multi-surface finite elements 43
Validazione mediante analisi step-by-step di un codice FEM per l'analisi multimodale di strutture elastiche in parete sottile year=1995, 43
Geometrically nonlinear models based on linear elastic solutions 43
Shakedown analysis of 3D frames with an effective evaluation of the elastic domain and load combinations 43
Una formulazione iterativa per la determinazione del limite di shakedown 42
On the effectiveness of numerical algorithms for the evaluation of the shakedown and limit loads 42
Decomposition methods and strain driven algorithms for limit and shakedown analysis 41
Mixed Smoothed and Composite FEM Models for Limit and Shakedown Analysis 41
Plastically enriched assumed stress finite elements 41
Implicit Corotational Method: FEM implementation 41
Limit fire analysis of 3D frame structures 41
Rational strain measures - The implicit corotational method 40
Totale 5.932
Categoria #
all - tutte 60.369
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 60.369


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020200 0 0 0 0 0 0 0 0 0 14 139 47
2020/2021919 122 13 122 123 13 125 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
2024/20251.670 241 393 101 97 188 150 159 161 169 11 0 0
Totale 7.641