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

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 8.617
EU - Europa 4.726
AS - Asia 3.435
SA - Sud America 658
AF - Africa 159
Continente sconosciuto - Info sul continente non disponibili 121
OC - Oceania 20
Totale 17.736
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Nazione #
US - Stati Uniti d'America 8.357
RU - Federazione Russa 1.451
IT - Italia 1.280
SG - Singapore 1.267
CN - Cina 934
BR - Brasile 550
VN - Vietnam 455
SE - Svezia 313
DE - Germania 291
UA - Ucraina 232
AT - Austria 209
GB - Regno Unito 207
KR - Corea 202
FR - Francia 188
CA - Canada 165
FI - Finlandia 139
JP - Giappone 122
NL - Olanda 94
HK - Hong Kong 80
ES - Italia 69
IE - Irlanda 66
BE - Belgio 57
IN - India 50
MA - Marocco 50
IR - Iran 48
BD - Bangladesh 40
CI - Costa d'Avorio 39
ZA - Sudafrica 34
AR - Argentina 29
PL - Polonia 27
ID - Indonesia 25
JO - Giordania 24
TR - Turchia 24
MX - Messico 23
IQ - Iraq 22
CO - Colombia 21
RO - Romania 21
JM - Giamaica 19
EC - Ecuador 18
AU - Australia 17
HU - Ungheria 16
PH - Filippine 16
MY - Malesia 15
TH - Thailandia 14
TW - Taiwan 14
VE - Venezuela 14
CR - Costa Rica 13
CZ - Repubblica Ceca 9
RS - Serbia 9
AE - Emirati Arabi Uniti 8
BJ - Benin 8
KE - Kenya 8
NI - Nicaragua 8
NP - Nepal 8
PK - Pakistan 8
UZ - Uzbekistan 8
AZ - Azerbaigian 7
CL - Cile 7
EE - Estonia 7
IL - Israele 7
PE - Perù 7
TT - Trinidad e Tobago 7
EG - Egitto 6
EU - Europa 6
LK - Sri Lanka 6
SA - Arabia Saudita 6
UY - Uruguay 6
AL - Albania 5
BO - Bolivia 5
CH - Svizzera 5
KZ - Kazakistan 5
LB - Libano 4
LT - Lituania 4
LV - Lettonia 4
BB - Barbados 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
GE - Georgia 3
GT - Guatemala 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
OM - Oman 3
PA - Panama 3
PT - Portogallo 3
SV - El Salvador 3
AG - Antigua e Barbuda 2
AM - Armenia 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
DK - Danimarca 2
GR - Grecia 2
HN - Honduras 2
HR - Croazia 2
KG - Kirghizistan 2
KH - Cambogia 2
MU - Mauritius 2
TN - Tunisia 2
BG - Bulgaria 1
BY - Bielorussia 1
BZ - Belize 1
Totale 17.599
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Città #
Ashburn 1.316
Chandler 802
San Jose 739
Singapore 735
Fairfield 480
Woodbridge 392
Milan 308
Ann Arbor 281
Wilmington 274
Council Bluffs 263
Houston 231
Beijing 217
Vienna 205
Moscow 194
Seoul 188
Hefei 182
Seattle 178
Santa Clara 171
The Dalles 169
Cambridge 166
Boardman 163
Dallas 151
Jacksonville 137
Dearborn 127
Tokyo 103
Lauterbourg 102
Los Angeles 101
Ottawa 92
Hanoi 87
Lawrence 85
Ho Chi Minh City 82
North Charleston 74
Rome 70
Dong Ket 68
Dublin 65
Hong Kong 65
New York 64
Medford 60
Piscataway 56
Brussels 53
Phoenix 53
Helsinki 50
Buffalo 47
Des Moines 43
Málaga 43
Abidjan 39
São Paulo 37
Chicago 36
Frankfurt am Main 34
Redwood City 34
Amsterdam 33
Grafing 33
Las Vegas 30
Auburn Hills 29
Turin 28
Princeton 27
Kent 26
Orem 26
San Diego 25
Amman 23
Casablanca 23
Shanghai 23
Columbus 22
Falls Church 22
Brooklyn 21
Caravaggio 21
Da Nang 21
London 21
Kenitra 20
Naples 20
Atlanta 19
Dalmine 19
Miami 19
Denver 18
Guangzhou 18
Johannesburg 18
Newark 18
Brescia 15
Manchester 15
Warsaw 15
Horia 14
Chennai 13
Munich 13
Rio de Janeiro 13
Tianjin 13
Washington 13
Bari 12
Belo Horizonte 12
Brasília 12
Budapest 12
Florence 12
Jakarta 12
Montreal 12
Nanjing 12
Salt Lake City 12
San Francisco 12
Toronto 12
Bergamo 11
Curitiba 11
Falkenstein 11
Totale 10.624
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 325
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 304
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 297
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 276
Calibration of brittle fracture models by sharp indenters and inverse analysis 270
Multi-physics modelling for durability evaluation of ETICS 258
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 256
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 255
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 253
On direct methods for shakedown and limit analysis 251
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 251
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 237
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 236
A simplified numerical approach for studying the pile-landslide interaction in hard soils 231
Residual stresses estimation by “small punch” experiment 230
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 228
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 228
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 227
Structural diagnoses by synergy of experimental, computational and material mechanics. 226
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 223
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 221
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 218
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 212
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 211
A rigorous bound on error in backward-difference elastoplastic time-integration 211
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 210
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 205
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 202
On limit analysis of masonry arches 201
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 198
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 196
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 195
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 191
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 191
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 189
Selective mass scaling for solid-shell elements in explicit dynamics analyses 183
Direct assessment of structural resistance against pressurized fracture 183
Cohesive crack approach to debonding analysis 180
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 180
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 178
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 177
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 176
A novel formula for resistance reduction in perforated steel plate shear walls 168
Elasto-plastic numerical analyses of pipelines subject to soil movement 168
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 165
Poroelastic finite element analysis of a bone specimen under cyclic loading 162
Upper bounds on post-shakedown quantities in poroplasticity 161
Generalized limit analysis in poroplasticity by mathematical programming 160
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 159
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 156
Fundamentals of direct methods in poroplasticity 155
Mechanical behaviour of ETICS in presence of water. 154
A shakedown theorem in poroplastic dynamics 154
Analisi dinamiche esplicite con elementi di guscio solid-like 153
Computational elastoplastic structural analysis of carbon nanotubes 150
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 148
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 146
Mechanical characterization of foils with compression in their planes 146
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 143
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 142
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 140
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 139
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 137
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 136
Shakedown analysis of train wheels by Fourier series and nonlinear programming 135
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 134
Limit analysis of circular masonry arches at reducing friction 134
Strength assessment of adhesively bonded tile claddings 132
Adaptive time-discretization strategy for backward-difference computational plasticity 130
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 128
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 128
On a case of crack path bifurcation in cohesive materials 127
Simplified assessment of bonding strength in tiled flooring, A 126
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 125
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 125
Shakedown analysis in poroplasticity by linear programming 124
Soil-pipeline interaction along active fault systems 123
On structural safety assessment by load factor maximization in piecewise linear plasticity 123
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 121
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 120
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 120
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 119
Elastic-plastic optimisation of a cable-rib satellite antenna. 118
Piecewise linear models for interfaces and mixed mode cohesive cracks 118
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 118
Generalized limit analysis in poroplasticity 116
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 116
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 116
On mathematical programming methods in poroplasticity: some computational aspects 113
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 112
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 111
Estimation of time-step integration error for elastoplastic models 111
Static shakedown theorems in piecewise linearized poroplasticity 109
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 109
On direct methods for shakedown and limit analysis 108
Soil-pipeline interaction along active fault systems 107
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 107
Non-linear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 107
Fornix: the circular platform-frame. 106
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 104
Totale 16.992
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Categoria #
all - tutte 48.551
article - articoli 25.553
book - libri 0
conference - conferenze 21.234
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.764
Totale 97.102
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022779 0 0 0 194 100 48 26 50 33 62 60 206
2022/20231.319 148 169 152 169 85 172 5 87 144 83 57 48
2023/2024597 32 97 25 54 67 70 49 51 14 61 15 62
2024/20251.885 27 95 65 61 281 74 80 195 330 133 264 280
2025/20267.433 1.133 1.276 335 675 373 347 1.087 422 400 714 133 538
2026/20271.385 170 273 602 340 0 0 0 0 0 0 0 0
Totale 17.736