IRIS
LEONETTI, Leonardo
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.222
AS - Asia 3.894
EU - Europa 2.123
SA - Sud America 1.169
AF - Africa 261
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 11
AN - Antartide 1
Totale 11.695
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.034
SG - Singapore 1.541
BR - Brasile 863
CN - Cina 778
VN - Vietnam 653
UA - Ucraina 523
IT - Italia 446
DE - Germania 434
HK - Hong Kong 180
FR - Francia 143
SE - Svezia 137
KR - Corea 124
AR - Argentina 119
BD - Bangladesh 107
TR - Turchia 106
SN - Senegal 105
FI - Finlandia 91
NL - Olanda 89
CA - Canada 81
IN - India 72
IQ - Iraq 64
MX - Messico 64
ZA - Sudafrica 55
GB - Regno Unito 52
ID - Indonesia 51
RU - Federazione Russa 51
EC - Ecuador 46
CO - Colombia 36
PK - Pakistan 30
VE - Venezuela 29
BE - Belgio 28
MA - Marocco 27
CL - Cile 23
CZ - Repubblica Ceca 19
PY - Paraguay 19
DZ - Algeria 18
ES - Italia 16
MY - Malesia 16
PL - Polonia 16
SA - Arabia Saudita 16
UZ - Uzbekistan 16
AL - Albania 15
JO - Giordania 14
PH - Filippine 14
AU - Australia 13
AE - Emirati Arabi Uniti 12
KE - Kenya 12
TN - Tunisia 12
UY - Uruguay 12
NP - Nepal 11
PE - Perù 11
BO - Bolivia 10
KZ - Kazakistan 10
EU - Europa 9
JM - Giamaica 9
JP - Giappone 9
LT - Lituania 9
OM - Oman 8
AZ - Azerbaigian 7
BG - Bulgaria 7
KG - Kirghizistan 7
CR - Costa Rica 6
EG - Egitto 6
LV - Lettonia 6
PA - Panama 6
PS - Palestinian Territory 6
RO - Romania 6
HN - Honduras 5
IL - Israele 5
LB - Libano 5
NG - Nigeria 5
AT - Austria 4
DO - Repubblica Dominicana 4
IE - Irlanda 4
KW - Kuwait 4
NI - Nicaragua 4
PT - Portogallo 4
TT - Trinidad e Tobago 4
AM - Armenia 3
BA - Bosnia-Erzegovina 3
BH - Bahrain 3
DK - Danimarca 3
IR - Iran 3
MN - Mongolia 3
RS - Serbia 3
SY - Repubblica araba siriana 3
AO - Angola 2
BB - Barbados 2
BF - Burkina Faso 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
ET - Etiopia 2
GE - Georgia 2
HR - Croazia 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
LY - Libia 2
MT - Malta 2
MU - Mauritius 2
Totale 11.665
Salva come PNG Salva come JPEG
Città #
Singapore 661
Chandler 515
Dallas 457
Jacksonville 400
San Jose 358
Ho Chi Minh City 245
Boardman 241
Ashburn 239
Dearborn 220
Beijing 179
Hong Kong 174
Council Bluffs 139
Hanoi 138
Seoul 119
Lauterbourg 110
Florence 108
Dakar 105
Lawrence 101
Roxbury 101
Hefei 96
Shanghai 94
Izmir 80
Rende 78
São Paulo 78
Helsinki 76
Bremen 70
Des Moines 66
Cambridge 63
Naaldwijk 56
Munich 49
Ottawa 46
New York 43
Inglewood 42
Ann Arbor 37
Columbus 36
San Mateo 36
Brooklyn 34
Santa Clara 34
Los Angeles 33
Ogden 33
Rio de Janeiro 30
Haiphong 28
Brussels 27
Da Nang 27
Seattle 27
Guangzhou 26
San Francisco 24
The Dalles 23
Baghdad 21
Wilmington 21
Johannesburg 19
Naples 19
Frankfurt am Main 18
Quito 17
Redwood City 17
Bắc Ninh 16
Catanzaro 16
Dhaka 16
London 16
Orem 16
Curitiba 15
Hải Dương 15
Salvador 15
Brno 14
Toronto 14
Biên Hòa 13
Cape Town 13
Falkenstein 13
Mexico City 13
Milan 13
Tashkent 13
Turku 13
Amsterdam 12
Caracas 12
Phoenix 12
Tianjin 12
Buenos Aires 11
Mascalucia 11
Wuhan 11
Amman 10
Brasília 10
Guayaquil 10
Jakarta 10
Jiaxing 10
Montevideo 10
Belo Horizonte 9
Chennai 9
Cosenza 9
Erbil 9
Nairobi 9
Ninh Bình 9
Rome 9
Thái Nguyên 9
Warsaw 9
Chicago 8
Guarulhos 8
Kingston 8
Lahore 8
Lima 8
Montreal 8
Totale 6.648
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 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 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 153
A mixed node-based smoothed finite element method (MNS-FEM) for elasticity 151
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
Accurate and efficient a-posteriori account of geometrical imperfections in Koiter finite element analysis 142
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
Analytical integration of singular kernels in symmetric boundary element analysis of Kirchhoff plates 135
A composite mixed finite element model for plane structural problems 135
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 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
A Geometrical Exact Three-Dimensional Beam Model including the Effects of Section Distortions 127
A geometrical exact 3D beam model including the effects of section distortions 126
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation 126
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
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element 123
A robust and efficient iterative strategy for geometrically non-linear structural problems: assessment in displacement-based FEA and IGA 121
A mixed edge-based smoothed solid-shell finite element method (MES-FEM) for laminated shell structures 119
Accurate and efficient account of geometrical imperfections in koiter analysis of elastic solid-like shells 118
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach 118
An efficient numerical method for shakedown analysis 117
Evaluation of the capacity surfaces of reinforced concrete sections: Eurocode versus a plasticity-based approach 117
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 unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis 113
A symmetric boundary element model for the analysis of Kirchhoff plates 112
An isogeometric solid-shell model for postbuckling optimisation strategies 111
Elementi di contorno simmetrici per l’analisi di lastre di Kirchhoff 111
Analisi di lastre di Kirchhoff con un modello ad elementi di contorno di tipo simmetrico 111
An isogeometric solid-shell formulation for geometrically nonlinear analysis 110
Sensitivity to intensity and distribution of the temperature field in the nonlinear thermo-mechanical analysis of laminated glass plates 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
Modellazione degli edifici tradizionali in muratura portante 98
Large deformation Kirchhoff–Love shell hierarchically enriched with warping: Isogeometric formulation and modeling of alternating stiff/soft layups 97
Variational approximation of energies in fracture mechanics and image processing 97
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 97
Analisi ad elementi di contorno di problemi di frattura 97
Three field finite elements for the elastoplastic analysis of 2D continua Finite Elements in Analysis and Design 95
Plastically enriched assumed stress finite elements 93
Plastic collapse analysis of Mindlin–Reissner plates using a composite mixed finite element 92
SHAKEDOWN ANALYSIS OF 3D FRAMES WITH AN EFFECTIVE TREATMENT OF THE LOAD COMBINATIONS 91
A hierarchic isogeometric hyperelastic solid-shell 90
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
Modellazione di strutture composte da pannelli mediante decomposizione del dominio e analisi BEM 90
A new mixed node-based solid-like finite element method (MNS-FEM) for laminated shell structures 89
geometrical exact 3D beam model including the effects of section distortions 89
Koiter asymptotic analysis of thin walled structures using a mixed continuum solid-shell finite element 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
Limit and shakedown analysis based on solid shell models 87
Thin wallewd member linear and buckling analysus: A comparison between GBT and GE 87
An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming 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
A Numerical Strategy for Multistable Nanocomposite Shells 84
Shakedown analysis with nonlinear yield function: requirements for an accurate and effective FEM shakedown analysis 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
Analytical integration and efficient construction of boundary element models 83
Nature-inspired optimization prey–predator algorithm for soil slope stability analysis with physically informed initial population generation 83
Nonlinear thermoelastic analysis of shell structures: solid-shell modelling and high-performing continuation method 82
Efficienza computazionale di strategie numeriche per l'analisi a shakedown 81
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 79
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 79
Shakedown analysis of 3D frames subjected to complex statical and seismic load 79
Robust and efficient large deformation analysis of kirchhoff-love shells: locking, patch coupling and iterative solution 78
A new paradigm coupling element-wise discrete-strain gaps with patch-wise reduced integration for efficient isogeometric nonlinear Kirchhoff–Love shell analysis 78
A mixed integration point (MIP) formulation for hyperelastic Kirchhoff–Love shells for nonlinear static and dynamic analysis 78
Shakedown analysis of 3D frames subjected to complex statical and seismic load 78
Shakedown Analysis with Nonlinear Yield Function 78
On the effectiveness of numerical algorithms for the evaluation of the shakedown and limit loads 77
Shakedown analysis with nonlinear yield function 77
Can limit analysis be used to assess strength of RC frames? 77
Composite finite elements in structural analysis 77
Thin-walled Member Linear and Buckling Analysis: A Comparison between GBT and GE 76
Mixed formulation of plastic multi-surface finite elements 76
Comparison between GBT and GE in linear and buckling analyses of thin-walled beams 76
Shakedown analysis of 3D frames with effective treatment of the load combinations 75
Numerical Methods for the evaluation of the shakedown and limit loads 75
Efficient Shakedown Analysis of Reinforced Concrete Three-Dimensional Frames subject to a Large Number of Loads 75
Shakedown analysis of 3D frames subjected to complex statical and seismic load combinations. In: Proceedings of the 8th International Conference on Computational Plasticity 75
UNCONDITIONALLY STABLE DYNAMIC ANALYSIS OF MULTI-PATCH KIRCHHOFF-LOVE SHELLS IN LARGE DEFORMATIONS 74
Mixed solid models in numerical analysis of slender structures 74
Optimal lamination angles via exact and efficient differentiation of the geometrically nonlinear finite element solution 72
Totale 10.491
Salva come PNG Salva come JPEG
Categoria #
all - tutte 69.355
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 69.355
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202176 0 0 0 0 0 0 0 0 0 0 0 76
2021/2022775 9 14 0 39 95 17 12 64 13 2 167 343
2022/20231.138 159 100 9 142 175 90 3 172 112 24 123 29
2023/2024655 52 21 51 18 49 124 33 36 54 43 31 143
2024/20251.997 165 302 78 73 168 142 183 137 110 75 167 397
2025/20265.523 645 222 665 536 1.001 334 643 247 335 492 177 226
Totale 11.823