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

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 7.143
EU - Europa 4.195
AS - Asia 3.340
SA - Sud America 614
AF - Africa 156
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 6
Totale 15.472
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Nazione #
US - Stati Uniti d'America 6.972
RU - Federazione Russa 1.444
SG - Singapore 1.253
CN - Cina 919
IT - Italia 817
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 181
FI - Finlandia 137
CA - Canada 128
JP - Giappone 118
NL - Olanda 89
HK - Hong Kong 80
ES - Italia 66
IE - Irlanda 66
BE - Belgio 57
MA - Marocco 50
IN - India 47
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
HU - Ungheria 16
AU - Australia 15
EC - Ecuador 15
PH - Filippine 14
TW - Taiwan 14
MY - Malesia 12
TH - Thailandia 12
CO - Colombia 11
VE - Venezuela 11
CZ - Repubblica Ceca 9
JM - Giamaica 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
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
BB - Barbados 1
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 15.461
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Città #
Ashburn 952
Chandler 801
Singapore 728
San Jose 609
Fairfield 480
Woodbridge 392
Ann Arbor 271
Wilmington 270
Houston 223
Beijing 212
Vienna 205
Moscow 194
Seoul 186
Milan 182
Hefei 181
Seattle 175
The Dalles 167
Cambridge 164
Council Bluffs 144
Dallas 143
Santa Clara 142
Jacksonville 132
Dearborn 127
Boardman 118
Lauterbourg 101
Tokyo 100
Los Angeles 91
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
Helsinki 49
New York 49
Buffalo 45
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 27
Kent 26
Orem 26
Princeton 26
San Diego 25
Amman 23
Casablanca 23
Chicago 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
Nanjing 12
Belo Horizonte 11
Brasília 11
Denver 11
Falkenstein 11
Baghdad 10
Brooklyn 10
Curitiba 10
Haiphong 10
Miami 10
Norwalk 10
San Francisco 10
Stockholm 10
Taipei 10
Atlanta 9
Düsseldorf 9
Quito 9
Toronto 9
Turin 9
Bergamo 8
Campinas 8
Cotonou 8
Totale 9.457
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 308
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 289
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 277
Calibration of brittle fracture models by sharp indenters and inverse analysis 247
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 245
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 239
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 235
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 235
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 229
Multi-physics modelling for durability evaluation of ETICS 221
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 217
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 216
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 214
On direct methods for shakedown and limit analysis 213
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 212
Structural diagnoses by synergy of experimental, computational and material mechanics. 209
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 206
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 202
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 202
A simplified numerical approach for studying the pile-landslide interaction in hard soils 201
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 197
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 194
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 194
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 192
Residual stresses estimation by “small punch” experiment 191
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 191
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 188
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 182
A rigorous bound on error in backward-difference elastoplastic time-integration 181
On limit analysis of masonry arches 181
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 177
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 173
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 166
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 164
Direct assessment of structural resistance against pressurized fracture 164
Cohesive crack approach to debonding analysis 163
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 163
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 163
Selective mass scaling for solid-shell elements in explicit dynamics analyses 161
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 159
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 159
Poroelastic finite element analysis of a bone specimen under cyclic loading 153
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 152
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 151
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 145
A shakedown theorem in poroplastic dynamics 145
Generalized limit analysis in poroplasticity by mathematical programming 144
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 141
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 139
Analisi dinamiche esplicite con elementi di guscio solid-like 137
Mechanical behaviour of ETICS in presence of water. 136
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 135
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 131
A novel formula for resistance reduction in perforated steel plate shear walls 128
Mechanical characterization of foils with compression in their planes 128
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 127
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 124
Limit analysis of circular masonry arches at reducing friction 124
Shakedown analysis of train wheels by Fourier series and nonlinear programming 121
Adaptive time-discretization strategy for backward-difference computational plasticity 120
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 119
Strength assessment of adhesively bonded tile claddings 119
Computational elastoplastic structural analysis of carbon nanotubes 117
On structural safety assessment by load factor maximization in piecewise linear plasticity 116
Shakedown analysis in poroplasticity by linear programming 115
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 112
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 110
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 109
Piecewise linear models for interfaces and mixed mode cohesive cracks 109
On a case of crack path bifurcation in cohesive materials 108
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 107
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 106
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 105
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 104
Generalized limit analysis in poroplasticity 104
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 104
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 103
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 103
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 102
Static shakedown theorems in piecewise linearized poroplasticity 102
Estimation of time-step integration error for elastoplastic models 101
Soil-pipeline interaction along active fault systems 101
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 100
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 99
Soil-pipeline interaction along active fault systems 99
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 99
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 98
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 96
On direct methods for shakedown and limit analysis 95
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 94
Elastic-plastic optimisation of a cable-rib satellite antenna. 93
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 93
Simplified assessment of bonding strength in tiled flooring, A 93
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 92
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 89
Optimal design of structures subject to multiple loadings 87
On mathematical programming methods in poroplasticity: some computational aspects 87
Totale 15.131
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Categoria #
all - tutte 41.608
article - articoli 22.396
book - libri 0
conference - conferenze 17.682
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.530
Totale 83.216
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021332 0 0 0 0 0 0 0 0 0 112 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
2024/20251.876 26 95 65 61 280 74 80 193 329 131 262 280
2025/20266.709 1.129 1.268 334 669 373 346 1.081 420 394 695 0 0
Totale 15.582