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

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 7.358
EU - Europa 4.208
AS - Asia 3.348
SA - Sud America 614
AF - Africa 156
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 6
Totale 15.710
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Nazione #
US - Stati Uniti d'America 7.179
RU - Federazione Russa 1.444
SG - Singapore 1.255
CN - Cina 921
IT - Italia 827
BR - Brasile 527
VN - Vietnam 418
SE - Svezia 307
DE - Germania 281
UA - Ucraina 225
AT - Austria 209
KR - Corea 200
GB - Regno Unito 194
FR - Francia 183
FI - Finlandia 137
CA - Canada 133
JP - Giappone 119
NL - Olanda 90
HK - Hong Kong 80
ES - Italia 66
IE - Irlanda 66
BE - Belgio 57
MA - Marocco 50
IN - India 49
IR - Iran 47
CI - Costa d'Avorio 39
BD - Bangladesh 37
ZA - Sudafrica 34
PL - Polonia 26
AR - Argentina 25
JO - Giordania 24
TR - Turchia 24
IQ - Iraq 22
MX - Messico 22
ID - Indonesia 21
RO - Romania 19
AU - Australia 17
HU - Ungheria 16
EC - Ecuador 15
PH - Filippine 14
TW - Taiwan 14
MY - Malesia 13
TH - Thailandia 12
CO - Colombia 11
JM - Giamaica 11
VE - Venezuela 11
CZ - Repubblica Ceca 9
RS - Serbia 9
AE - Emirati Arabi Uniti 8
BJ - Benin 8
NP - Nepal 8
PK - Pakistan 8
UZ - Uzbekistan 8
AZ - Azerbaigian 7
CL - Cile 7
KE - Kenya 7
PE - Perù 7
EG - Egitto 6
EU - Europa 6
IL - Israele 6
LK - Sri Lanka 6
SA - Arabia Saudita 6
AL - Albania 5
BO - Bolivia 5
CH - Svizzera 5
UY - Uruguay 5
LB - Libano 4
LT - Lituania 4
LV - Lettonia 4
DO - Repubblica Dominicana 3
DZ - Algeria 3
EE - Estonia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
OM - Oman 3
PT - Portogallo 3
AM - Armenia 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
DK - Danimarca 2
GE - Georgia 2
GR - Grecia 2
HN - Honduras 2
HR - Croazia 2
KG - Kirghizistan 2
KH - Cambogia 2
KZ - Kazakistan 2
MU - Mauritius 2
SV - El Salvador 2
TN - Tunisia 2
BY - Bielorussia 1
CY - Cipro 1
ET - Etiopia 1
GI - Gibilterra 1
GT - Guatemala 1
GY - Guiana 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
MD - Moldavia 1
Totale 15.699
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Città #
Ashburn 990
Chandler 801
Singapore 730
San Jose 630
Fairfield 480
Woodbridge 392
Ann Arbor 271
Wilmington 270
Houston 224
Beijing 214
Vienna 205
Moscow 194
Milan 189
Seoul 186
Hefei 181
Seattle 175
The Dalles 168
Cambridge 165
Council Bluffs 164
Boardman 162
Santa Clara 147
Dallas 144
Jacksonville 132
Dearborn 127
Lauterbourg 101
Tokyo 100
Los Angeles 92
Ottawa 91
Lawrence 83
Ho Chi Minh City 77
North Charleston 71
Hanoi 69
Dong Ket 68
Dublin 65
Hong Kong 65
Medford 59
Piscataway 56
Brussels 52
New York 51
Helsinki 49
Buffalo 46
Málaga 43
Des Moines 42
Abidjan 39
Frankfurt am Main 34
Redwood City 34
Amsterdam 33
Grafing 33
São Paulo 33
Auburn Hills 29
Las Vegas 28
Kent 26
Orem 26
Princeton 26
San Diego 25
Chicago 24
Amman 23
Casablanca 23
Rome 23
Falls Church 22
Shanghai 22
Caravaggio 21
London 21
Kenitra 20
Dalmine 19
Guangzhou 18
Johannesburg 18
Columbus 17
Da Nang 15
Horia 14
Manchester 14
Warsaw 14
Chennai 13
Munich 13
Rio de Janeiro 13
Tianjin 13
Budapest 12
Jakarta 12
Miami 12
Nanjing 12
Belo Horizonte 11
Brasília 11
Brooklyn 11
Denver 11
Falkenstein 11
Atlanta 10
Baghdad 10
Curitiba 10
Haiphong 10
Montreal 10
Norwalk 10
San Francisco 10
Stockholm 10
Taipei 10
Düsseldorf 9
Mumbai 9
Quito 9
Toronto 9
Turin 9
Washington 9
Totale 9.614
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 313
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 294
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 281
Calibration of brittle fracture models by sharp indenters and inverse analysis 249
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 248
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 242
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 239
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 238
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 231
Multi-physics modelling for durability evaluation of ETICS 225
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 219
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 219
On direct methods for shakedown and limit analysis 217
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 215
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 215
Structural diagnoses by synergy of experimental, computational and material mechanics. 211
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 209
A simplified numerical approach for studying the pile-landslide interaction in hard soils 206
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 203
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 203
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 200
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 198
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 196
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 195
Residual stresses estimation by “small punch” experiment 194
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 192
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 191
On limit analysis of masonry arches 185
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 184
A rigorous bound on error in backward-difference elastoplastic time-integration 182
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 178
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 174
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 169
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 168
Direct assessment of structural resistance against pressurized fracture 166
Cohesive crack approach to debonding analysis 165
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 165
Selective mass scaling for solid-shell elements in explicit dynamics analyses 164
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 163
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 160
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 160
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 156
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 154
Poroelastic finite element analysis of a bone specimen under cyclic loading 153
Upper bounds on post-shakedown quantities in poroplasticity 149
Elasto-plastic numerical analyses of pipelines subject to soil movement 148
Fundamentals of direct methods in poroplasticity 146
A shakedown theorem in poroplastic dynamics 146
Generalized limit analysis in poroplasticity by mathematical programming 145
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 143
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 142
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 141
Analisi dinamiche esplicite con elementi di guscio solid-like 139
Mechanical behaviour of ETICS in presence of water. 139
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 136
A novel formula for resistance reduction in perforated steel plate shear walls 134
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 131
Mechanical characterization of foils with compression in their planes 130
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 130
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 127
Limit analysis of circular masonry arches at reducing friction 125
Computational elastoplastic structural analysis of carbon nanotubes 124
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 123
Strength assessment of adhesively bonded tile claddings 121
Adaptive time-discretization strategy for backward-difference computational plasticity 121
Shakedown analysis of train wheels by Fourier series and nonlinear programming 121
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 120
Shakedown analysis in poroplasticity by linear programming 117
On structural safety assessment by load factor maximization in piecewise linear plasticity 116
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 112
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 112
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 109
Piecewise linear models for interfaces and mixed mode cohesive cracks 109
On a case of crack path bifurcation in cohesive materials 109
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 108
Soil-pipeline interaction along active fault systems 108
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 107
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 107
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 107
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 105
Generalized limit analysis in poroplasticity 105
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 104
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 103
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 103
Static shakedown theorems in piecewise linearized poroplasticity 102
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 101
Estimation of time-step integration error for elastoplastic models 101
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 101
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 100
Soil-pipeline interaction along active fault systems 100
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 99
Elastic-plastic optimisation of a cable-rib satellite antenna. 97
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 96
On direct methods for shakedown and limit analysis 96
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 96
Simplified assessment of bonding strength in tiled flooring, A 95
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 93
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 90
Fornix: the circular platform-frame. 87
Optimal design of structures subject to multiple loadings 87
Totale 15.352
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Categoria #
all - tutte 43.571
article - articoli 23.334
book - libri 0
conference - conferenze 18.642
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.595
Totale 87.142
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021175 0 0 0 0 0 0 0 0 0 0 0 175
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
2024/20251.876 26 95 65 61 280 74 80 193 329 131 262 280
2025/20266.949 1.129 1.268 334 669 373 346 1.081 420 394 712 133 90
Totale 15.822