COCCHETTI, GIUSEPPE
 Distribuzione geografica
Continente #
NA - Nord America 4.353
EU - Europa 2.084
AS - Asia 571
AF - Africa 42
OC - Oceania 13
SA - Sud America 11
Continente sconosciuto - Info sul continente non disponibili 6
Totale 7.080
Nazione #
US - Stati Uniti d'America 4.252
IT - Italia 618
SE - Svezia 298
UA - Ucraina 219
AT - Austria 203
DE - Germania 200
VN - Vietnam 166
SG - Singapore 155
GB - Regno Unito 143
CN - Cina 119
FI - Finlandia 114
CA - Canada 100
IE - Irlanda 65
BE - Belgio 52
ES - Italia 47
IR - Iran 33
FR - Francia 31
NL - Olanda 28
CI - Costa d'Avorio 27
JP - Giappone 16
JO - Giordania 15
HU - Ungheria 14
RO - Romania 14
IN - India 13
AU - Australia 12
KR - Corea 12
BJ - Benin 8
CZ - Repubblica Ceca 7
PL - Polonia 7
TR - Turchia 7
BR - Brasile 6
EU - Europa 6
RU - Federazione Russa 6
IL - Israele 5
RS - Serbia 5
PH - Filippine 4
TH - Thailandia 4
ZA - Sudafrica 4
CH - Svizzera 3
HK - Hong Kong 3
IQ - Iraq 3
LK - Sri Lanka 3
MY - Malesia 3
NO - Norvegia 3
TW - Taiwan 3
EC - Ecuador 2
LT - Lituania 2
MU - Mauritius 2
NP - Nepal 2
PT - Portogallo 2
AL - Albania 1
BD - Bangladesh 1
BO - Bolivia 1
CL - Cile 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GR - Grecia 1
LB - Libano 1
LV - Lettonia 1
NZ - Nuova Zelanda 1
PE - Perù 1
PK - Pakistan 1
QA - Qatar 1
TZ - Tanzania 1
Totale 7.080
Città #
Chandler 801
Fairfield 480
Woodbridge 392
Ashburn 290
Ann Arbor 271
Wilmington 268
Houston 217
Vienna 203
Seattle 171
Cambridge 163
Jacksonville 132
Dearborn 127
Milan 107
Singapore 99
Ottawa 89
Lawrence 83
Dong Ket 68
Dublin 64
Medford 59
Beijing 58
Brussels 52
Málaga 43
Des Moines 38
Helsinki 35
Redwood City 34
Grafing 33
Auburn Hills 29
Abidjan 27
Princeton 26
San Diego 24
Falls Church 22
Amsterdam 21
Dalmine 19
Boardman 17
New York 16
Amman 14
Horia 14
London 12
Rome 12
Budapest 11
Norwalk 10
Shanghai 10
Miami 9
Nanjing 9
Turin 9
Cotonou 8
Los Angeles 8
Pavia 8
Washington 8
Hanover 7
Hefei 7
Mountain View 7
Covo 6
Manchester 6
Munich 6
Columbus 5
Kunming 5
Monza 5
Stuttgart 5
Toronto 5
Chiang Mai 4
Dallas 4
Faloppio 4
Ho Chi Minh City 4
Indiana 4
Lappeenranta 4
Napoli 4
Taranto 4
Warsaw 4
Atlanta 3
Belgrade 3
Bergamo 3
Bochum 3
Brno 3
Chennai 3
Erbil 3
Florence 3
Gussago 3
Hanoi 3
Istanbul 3
Kyoto 3
Luleå 3
Pioltello 3
Qom 3
Rio De Janeiro 3
San Francisco 3
Seoul 3
Tokyo 3
Travaco Siccomario 3
Adelaide 2
Aversa 2
Bari 2
Berlin 2
Bethlehem 2
Brescia 2
Centro 2
Chiswick 2
Chongqing 2
Clayton 2
Cocquio Trevisago 2
Totale 4.902
Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 175
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 158
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 157
On direct methods for shakedown and limit analysis 142
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 141
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 139
Calibration of brittle fracture models by sharp indenters and inverse analysis 133
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 128
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 123
Multi-physics modelling for durability evaluation of ETICS 121
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 118
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 118
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 113
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 107
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 107
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 107
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 107
On limit analysis of masonry arches 107
Direct assessment of structural resistance against pressurized fracture 105
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 102
Structural diagnoses by synergy of experimental, computational and material mechanics. 102
Upper bounds on post-shakedown quantities in poroplasticity 100
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 100
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 100
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 98
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 98
A simplified numerical approach for studying the pile-landslide interaction in hard soils 96
Fundamentals of direct methods in poroplasticity 94
Cohesive crack approach to debonding analysis 92
A rigorous bound on error in backward-difference elastoplastic time-integration 88
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 88
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 88
Generalized limit analysis in poroplasticity by mathematical programming 87
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 87
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 87
Residual stresses estimation by “small punch” experiment 86
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 85
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 83
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 81
On structural safety assessment by load factor maximization in piecewise linear plasticity 77
Shakedown analysis of train wheels by Fourier series and nonlinear programming 77
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 76
Mechanical characterization of foils with compression in their planes 76
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 75
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 75
Static shakedown theorems in piecewise linearized poroplasticity 74
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 73
Elasto-plastic numerical analyses of pipelines subject to soil movement 72
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 72
Shakedown analysis in poroplasticity by linear programming 72
Strength assessment of adhesively bonded tile claddings 72
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 72
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 72
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 72
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 71
Selective mass scaling for solid-shell elements in explicit dynamics analyses 70
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 69
Poroelastic finite element analysis of a bone specimen under cyclic loading 68
Piecewise linear models for interfaces and mixed mode cohesive cracks 67
Limit analysis of circular masonry arches at reducing friction 66
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 63
On a case of crack path bifurcation in cohesive materials 63
Mechanical behaviour of ETICS in presence of water. 62
Generalized limit analysis in poroplasticity 59
A shakedown theorem in poroplastic dynamics 59
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 57
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 55
On mathematical programming methods in poroplasticity: some computational aspects 54
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 53
Soil-pipeline interaction along active fault systems 52
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 51
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 50
Analisi dinamiche esplicite con elementi di guscio solid-like 49
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 48
Soil-pipeline interaction along active fault systems 47
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 47
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 47
Estimation of time-step integration error for elastoplastic models 46
Simplified assessment of bonding strength in tiled flooring, A 46
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 44
Adaptive time-discretization strategy for backward-difference computational plasticity 42
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 41
On direct methods for shakedown and limit analysis 37
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 36
Optimal design of structures subject to multiple loadings 30
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 21
Non-linear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 17
On optimum perforation layout in low-rise steel plate shear walls. 16
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 16
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 12
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 12
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 12
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 12
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 11
Computational elastoplastic structural analysis of carbon nanotubes 11
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 9
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 7
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 7
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 5
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 5
Totale 7.177
Categoria #
all - tutte 22.286
article - articoli 12.873
book - libri 0
conference - conferenze 8.571
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 842
Totale 44.572


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.233 0 0 29 127 160 170 185 112 156 73 159 62
2020/2021885 92 34 65 26 71 52 73 93 47 112 45 175
2021/2022957 35 117 31 194 97 48 26 50 32 62 60 205
2022/20231.317 147 169 152 169 85 172 5 87 144 82 57 48
2023/2024597 32 97 25 54 67 70 49 51 14 61 15 62
2024/2025183 26 95 62 0 0 0 0 0 0 0 0 0
Totale 7.180