RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.768
EU - Europa 2.228
AS - Asia 988
SA - Sud America 228
AF - Africa 56
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 6
Totale 8.289
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Nazione #
US - Stati Uniti d'America 4.659
IT - Italia 664
SG - Singapore 468
SE - Svezia 299
DE - Germania 238
UA - Ucraina 220
AT - Austria 207
BR - Brasile 207
VN - Vietnam 167
CN - Cina 153
GB - Regno Unito 147
FI - Finlandia 117
CA - Canada 100
IE - Irlanda 65
BE - Belgio 52
ES - Italia 52
FR - Francia 45
IR - Iran 38
NL - Olanda 37
CI - Costa d'Avorio 28
JP - Giappone 19
JO - Giordania 17
IN - India 15
RO - Romania 15
AU - Australia 14
HU - Ungheria 14
KR - Corea 13
HK - Hong Kong 11
ID - Indonesia 11
PL - Polonia 11
IQ - Iraq 10
RU - Federazione Russa 9
TR - Turchia 9
BJ - Benin 8
CZ - Repubblica Ceca 8
MA - Marocco 7
PH - Filippine 7
ZA - Sudafrica 7
AR - Argentina 6
EU - Europa 6
IL - Israele 6
RS - Serbia 6
AZ - Azerbaigian 5
TH - Thailandia 5
AE - Emirati Arabi Uniti 4
LK - Sri Lanka 4
BO - Bolivia 3
CH - Svizzera 3
EC - Ecuador 3
LV - Lettonia 3
MY - Malesia 3
NO - Norvegia 3
NP - Nepal 3
PK - Pakistan 3
TW - Taiwan 3
UZ - Uzbekistan 3
AL - Albania 2
CL - Cile 2
CO - Colombia 2
GE - Georgia 2
KE - Kenya 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LT - Lituania 2
MU - Mauritius 2
MX - Messico 2
PT - Portogallo 2
SV - El Salvador 2
UY - Uruguay 2
AM - Armenia 1
BD - Bangladesh 1
BY - Bielorussia 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GR - Grecia 1
GT - Guatemala 1
GY - Guiana 1
HN - Honduras 1
HR - Croazia 1
JM - Giamaica 1
LB - Libano 1
LU - Lussemburgo 1
NZ - Nuova Zelanda 1
OM - Oman 1
PA - Panama 1
PE - Perù 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
TZ - Tanzania 1
VE - Venezuela 1
Totale 8.289
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Città #
Chandler 801
Fairfield 480
Woodbridge 392
Ashburn 298
Ann Arbor 271
Wilmington 268
Singapore 254
Houston 217
Vienna 205
Seattle 171
Cambridge 164
Jacksonville 132
Dearborn 127
Santa Clara 122
Milan 121
Boardman 118
Council Bluffs 100
Ottawa 89
Lawrence 83
Dong Ket 68
Dublin 64
Beijing 59
Medford 59
Brussels 52
Málaga 43
Des Moines 38
Helsinki 37
Redwood City 34
Grafing 33
Auburn Hills 29
Abidjan 28
Princeton 26
Amsterdam 25
Los Angeles 24
San Diego 24
Falls Church 22
Dalmine 19
Amman 16
New York 16
Rome 16
Horia 14
London 12
Shanghai 12
Budapest 11
Falkenstein 11
Frankfurt am Main 11
Jakarta 11
São Paulo 11
Norwalk 10
The Dalles 10
Düsseldorf 9
Miami 9
Nanjing 9
Turin 9
Cotonou 8
Hefei 8
Pavia 8
Washington 8
Hanover 7
Lauterbourg 7
Monza 7
Mountain View 7
Rio de Janeiro 7
Covo 6
Hong Kong 6
Manchester 6
Munich 6
Tehran 6
Tokyo 6
Baghdad 5
Columbus 5
Ho Chi Minh City 5
Kunming 5
Padova 5
Stuttgart 5
Toronto 5
Baku 4
Bergamo 4
Chennai 4
Chiang Mai 4
Curitiba 4
Dallas 4
Faloppio 4
Genoa 4
Indiana 4
Istanbul 4
Lappeenranta 4
Napoli 4
Natal 4
San Francisco 4
Seoul 4
Taranto 4
Warsaw 4
Atlanta 3
Belgrade 3
Belo Horizonte 3
Blumenau 3
Bochum 3
Brasília 3
Brno 3
Totale 5.521
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 221
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 181
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 173
On direct methods for shakedown and limit analysis 157
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 156
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 149
Calibration of brittle fracture models by sharp indenters and inverse analysis 147
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 145
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 145
Multi-physics modelling for durability evaluation of ETICS 142
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 136
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 135
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 128
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 128
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 120
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 119
On limit analysis of masonry arches 118
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 117
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 116
Structural diagnoses by synergy of experimental, computational and material mechanics. 116
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 113
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 113
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 113
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 112
Direct assessment of structural resistance against pressurized fracture 112
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 110
Upper bounds on post-shakedown quantities in poroplasticity 109
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 107
A simplified numerical approach for studying the pile-landslide interaction in hard soils 106
Fundamentals of direct methods in poroplasticity 104
A rigorous bound on error in backward-difference elastoplastic time-integration 104
Poroelastic finite element analysis of a bone specimen under cyclic loading 102
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 101
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 101
Cohesive crack approach to debonding analysis 100
Residual stresses estimation by “small punch” experiment 100
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 100
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 97
Generalized limit analysis in poroplasticity by mathematical programming 95
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 91
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 91
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 86
Elasto-plastic numerical analyses of pipelines subject to soil movement 86
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 86
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 85
Mechanical characterization of foils with compression in their planes 85
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 85
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 84
Selective mass scaling for solid-shell elements in explicit dynamics analyses 83
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 83
Shakedown analysis of train wheels by Fourier series and nonlinear programming 83
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 82
On structural safety assessment by load factor maximization in piecewise linear plasticity 82
Shakedown analysis in poroplasticity by linear programming 80
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 79
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 79
Strength assessment of adhesively bonded tile claddings 79
Static shakedown theorems in piecewise linearized poroplasticity 78
Piecewise linear models for interfaces and mixed mode cohesive cracks 76
Limit analysis of circular masonry arches at reducing friction 76
Mechanical behaviour of ETICS in presence of water. 75
A shakedown theorem in poroplastic dynamics 73
On a case of crack path bifurcation in cohesive materials 69
Generalized limit analysis in poroplasticity 68
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 67
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 64
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 62
Soil-pipeline interaction along active fault systems 62
Analisi dinamiche esplicite con elementi di guscio solid-like 61
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 61
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 61
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 61
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 59
On mathematical programming methods in poroplasticity: some computational aspects 59
Simplified assessment of bonding strength in tiled flooring, A 54
Estimation of time-step integration error for elastoplastic models 53
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 53
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 53
Soil-pipeline interaction along active fault systems 52
Adaptive time-discretization strategy for backward-difference computational plasticity 52
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 52
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 48
On direct methods for shakedown and limit analysis 46
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 46
Optimal design of structures subject to multiple loadings 39
Computational elastoplastic structural analysis of carbon nanotubes 33
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 29
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 25
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 25
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 25
Non-linear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 25
On optimum perforation layout in low-rise steel plate shear walls. 24
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 23
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 23
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 23
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 23
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 19
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 17
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 16
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 14
Totale 8.381
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Categoria #
all - tutte 27.675
article - articoli 15.512
book - libri 0
conference - conferenze 11.128
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.035
Totale 55.350
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020221 0 0 0 0 0 0 0 0 0 0 159 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
2024/20251.397 26 95 65 61 280 74 80 193 329 131 63 0
Totale 8.394