COCCHETTI, GIUSEPPE
 Distribuzione geografica
Continente #
NA - Nord America 4.502
EU - Europa 2.115
AS - Asia 685
AF - Africa 42
SA - Sud America 18
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 7.381
Nazione #
US - Stati Uniti d'America 4.401
IT - Italia 632
SE - Svezia 298
SG - Singapore 236
UA - Ucraina 219
DE - Germania 215
AT - Austria 203
VN - Vietnam 166
GB - Regno Unito 143
CN - Cina 133
FI - Finlandia 114
CA - Canada 100
IE - Irlanda 65
BE - Belgio 52
ES - Italia 47
IR - Iran 33
FR - Francia 32
NL - Olanda 29
CI - Costa d'Avorio 27
JO - Giordania 16
JP - Giappone 16
HU - Ungheria 14
RO - Romania 14
BR - Brasile 13
IN - India 13
AU - Australia 12
KR - Corea 12
ID - Indonesia 11
BJ - Benin 8
CZ - Repubblica Ceca 7
PH - Filippine 7
PL - Polonia 7
TR - Turchia 7
EU - Europa 6
RU - Federazione Russa 6
IL - Israele 5
RS - Serbia 5
TH - Thailandia 5
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
KZ - Kazakistan 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
OM - Oman 1
PE - Perù 1
PK - Pakistan 1
QA - Qatar 1
TZ - Tanzania 1
Totale 7.381
Città #
Chandler 801
Fairfield 480
Woodbridge 392
Ashburn 296
Ann Arbor 271
Wilmington 268
Houston 217
Vienna 203
Seattle 171
Cambridge 163
Singapore 162
Jacksonville 132
Dearborn 127
Boardman 118
Milan 107
Ottawa 89
Lawrence 83
Dong Ket 68
Dublin 64
Beijing 59
Medford 59
Brussels 52
Málaga 43
Santa Clara 39
Des Moines 38
Helsinki 35
Redwood City 34
Grafing 33
Auburn Hills 29
Abidjan 27
Princeton 26
San Diego 24
Amsterdam 22
Falls Church 22
Dalmine 19
New York 16
Amman 15
Horia 14
Rome 13
London 12
Budapest 11
Falkenstein 11
Jakarta 11
Shanghai 11
Norwalk 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
Frankfurt am Main 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
Chongqing 3
Erbil 3
Florence 3
Gussago 3
Hanoi 3
Istanbul 3
Kyoto 3
Luleå 3
Manila 3
North Bergen 3
Pioltello 3
Qom 3
Rio De Janeiro 3
San Francisco 3
Seoul 3
Tokyo 3
Travaco Siccomario 3
Adelaide 2
Astana 2
Aversa 2
Bari 2
Totale 5.138
Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 201
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 166
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 163
On direct methods for shakedown and limit analysis 146
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 144
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 141
Calibration of brittle fracture models by sharp indenters and inverse analysis 137
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 132
Multi-physics modelling for durability evaluation of ETICS 127
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 126
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 124
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 123
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 118
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 112
On limit analysis of masonry arches 111
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 110
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 110
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 109
Structural diagnoses by synergy of experimental, computational and material mechanics. 107
Direct assessment of structural resistance against pressurized fracture 106
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 105
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 104
Upper bounds on post-shakedown quantities in poroplasticity 103
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 103
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 102
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 102
A simplified numerical approach for studying the pile-landslide interaction in hard soils 98
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 96
Fundamentals of direct methods in poroplasticity 95
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 95
Cohesive crack approach to debonding analysis 94
Residual stresses estimation by “small punch” experiment 92
A rigorous bound on error in backward-difference elastoplastic time-integration 91
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 90
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 90
Generalized limit analysis in poroplasticity by mathematical programming 89
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 89
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 87
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 83
Elasto-plastic numerical analyses of pipelines subject to soil movement 80
Mechanical characterization of foils with compression in their planes 79
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 78
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 78
On structural safety assessment by load factor maximization in piecewise linear plasticity 78
Shakedown analysis of train wheels by Fourier series and nonlinear programming 78
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 77
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 76
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 76
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 76
Static shakedown theorems in piecewise linearized poroplasticity 75
Selective mass scaling for solid-shell elements in explicit dynamics analyses 74
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 74
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 73
Shakedown analysis in poroplasticity by linear programming 73
Strength assessment of adhesively bonded tile claddings 73
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 72
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 71
Poroelastic finite element analysis of a bone specimen under cyclic loading 70
Piecewise linear models for interfaces and mixed mode cohesive cracks 68
Limit analysis of circular masonry arches at reducing friction 67
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 66
On a case of crack path bifurcation in cohesive materials 64
Mechanical behaviour of ETICS in presence of water. 64
A shakedown theorem in poroplastic dynamics 62
Generalized limit analysis in poroplasticity 60
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 58
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 56
On mathematical programming methods in poroplasticity: some computational aspects 55
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 55
Soil-pipeline interaction along active fault systems 54
Analisi dinamiche esplicite con elementi di guscio solid-like 53
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 53
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 53
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 50
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 49
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 49
Estimation of time-step integration error for elastoplastic models 48
Simplified assessment of bonding strength in tiled flooring, A 48
Soil-pipeline interaction along active fault systems 48
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 48
Adaptive time-discretization strategy for backward-difference computational plasticity 44
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 43
On direct methods for shakedown and limit analysis 39
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 39
Optimal design of structures subject to multiple loadings 32
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 22
Non-linear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 18
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 18
On optimum perforation layout in low-rise steel plate shear walls. 17
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 15
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 14
Computational elastoplastic structural analysis of carbon nanotubes 14
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 13
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 13
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 12
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 11
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 10
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 9
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 8
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 6
Totale 7.477
Categoria #
all - tutte 23.922
article - articoli 13.666
book - libri 0
conference - conferenze 9.361
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 895
Totale 47.844


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.077 0 0 0 0 160 170 185 112 156 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
2024/2025484 26 95 65 61 237 0 0 0 0 0 0 0
Totale 7.481