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

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 5.778
EU - Europa 3.935
AS - Asia 2.555
SA - Sud America 582
AF - Africa 143
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 6
Totale 13.016
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Nazione #
US - Stati Uniti d'America 5.626
RU - Federazione Russa 1.443
SG - Singapore 1.151
CN - Cina 773
IT - Italia 741
BR - Brasile 510
SE - Svezia 307
DE - Germania 261
VN - Vietnam 245
UA - Ucraina 223
AT - Austria 209
GB - Regno Unito 179
FI - Finlandia 125
CA - Canada 116
NL - Olanda 83
FR - Francia 70
KR - Corea 69
ES - Italia 65
IE - Irlanda 65
BE - Belgio 57
MA - Marocco 49
IR - Iran 46
CI - Costa d'Avorio 39
IN - India 31
BD - Bangladesh 28
ZA - Sudafrica 28
AR - Argentina 24
JO - Giordania 24
PL - Polonia 24
JP - Giappone 23
TR - Turchia 21
HK - Hong Kong 20
ID - Indonesia 20
MX - Messico 18
IQ - Iraq 16
RO - Romania 16
AU - Australia 14
HU - Ungheria 14
EC - Ecuador 12
CO - Colombia 9
CZ - Repubblica Ceca 9
MY - Malesia 9
RS - Serbia 9
VE - Venezuela 9
BJ - Benin 8
AE - Emirati Arabi Uniti 7
JM - Giamaica 7
PH - Filippine 7
PK - Pakistan 7
TH - Thailandia 7
AZ - Azerbaigian 6
EU - Europa 6
IL - Israele 6
KE - Kenya 6
NP - Nepal 6
UZ - Uzbekistan 6
AL - Albania 5
CL - Cile 5
LK - Sri Lanka 5
UY - Uruguay 5
CH - Svizzera 4
EG - Egitto 4
LT - Lituania 4
PE - Perù 4
SA - Arabia Saudita 4
BO - Bolivia 3
DO - Repubblica Dominicana 3
LV - Lettonia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
OM - Oman 3
TW - Taiwan 3
AM - Armenia 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
DK - Danimarca 2
GE - Georgia 2
GR - Grecia 2
HN - Honduras 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LB - Libano 2
MU - Mauritius 2
PT - Portogallo 2
SV - El Salvador 2
BB - Barbados 1
BY - Bielorussia 1
DZ - Algeria 1
EE - Estonia 1
ET - Etiopia 1
GI - Gibilterra 1
GT - Guatemala 1
GY - Guiana 1
HR - Croazia 1
LU - Lussemburgo 1
MD - Moldavia 1
MK - Macedonia 1
MR - Mauritania 1
PA - Panama 1
QA - Qatar 1
Totale 13.011
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Città #
Chandler 801
Ashburn 668
Singapore 664
Fairfield 480
Woodbridge 392
Ann Arbor 271
Wilmington 270
Houston 222
Vienna 205
Beijing 201
Moscow 194
Hefei 177
Seattle 175
Cambridge 164
Milan 141
Jacksonville 132
Santa Clara 129
Dearborn 127
Boardman 118
Council Bluffs 103
Ottawa 89
Lawrence 83
Los Angeles 73
Dong Ket 68
Dublin 64
Seoul 60
Medford 59
Piscataway 56
San Jose 55
Brussels 52
New York 47
Buffalo 45
Málaga 43
Des Moines 40
Abidjan 39
Dallas 39
Helsinki 37
Ho Chi Minh City 35
Redwood City 34
Grafing 33
São Paulo 32
Auburn Hills 29
Amsterdam 28
Kent 26
Princeton 26
San Diego 25
Frankfurt am Main 24
Hanoi 24
Amman 23
Casablanca 23
Rome 23
Falls Church 22
Caravaggio 21
Chicago 21
London 21
Kenitra 20
The Dalles 20
Dalmine 19
Columbus 17
Shanghai 16
Johannesburg 15
Hong Kong 14
Horia 14
Guangzhou 13
Rio de Janeiro 13
Warsaw 13
Jakarta 12
Belo Horizonte 11
Brasília 11
Budapest 11
Falkenstein 11
Nanjing 11
Brooklyn 10
Curitiba 10
Miami 10
Munich 10
Norwalk 10
San Francisco 10
Stockholm 10
Tianjin 10
Tokyo 10
Denver 9
Düsseldorf 9
Manchester 9
Orem 9
Turin 9
Baghdad 8
Cotonou 8
Pavia 8
Redondo Beach 8
Salt Lake City 8
Tehran 8
Washington 8
Atlanta 7
Boston 7
Campinas 7
Hanover 7
Istanbul 7
Lappeenranta 7
Lauterbourg 7
Totale 7.534
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 285
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 263
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 239
Calibration of brittle fracture models by sharp indenters and inverse analysis 225
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 220
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 212
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 206
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 203
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 201
On direct methods for shakedown and limit analysis 195
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 195
Multi-physics modelling for durability evaluation of ETICS 191
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 187
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 187
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 182
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 175
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 175
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 175
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 174
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 172
Structural diagnoses by synergy of experimental, computational and material mechanics. 172
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 170
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 170
A simplified numerical approach for studying the pile-landslide interaction in hard soils 168
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 168
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 162
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 162
On limit analysis of masonry arches 157
A rigorous bound on error in backward-difference elastoplastic time-integration 155
Residual stresses estimation by “small punch” experiment 154
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 148
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 147
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 145
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 145
Cohesive crack approach to debonding analysis 141
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 140
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 140
Direct assessment of structural resistance against pressurized fracture 140
Poroelastic finite element analysis of a bone specimen under cyclic loading 135
Upper bounds on post-shakedown quantities in poroplasticity 134
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 131
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 131
Elasto-plastic numerical analyses of pipelines subject to soil movement 130
Fundamentals of direct methods in poroplasticity 130
Selective mass scaling for solid-shell elements in explicit dynamics analyses 129
Generalized limit analysis in poroplasticity by mathematical programming 126
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 125
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 124
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 123
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 123
Analisi dinamiche esplicite con elementi di guscio solid-like 122
A shakedown theorem in poroplastic dynamics 122
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 117
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 112
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 111
Mechanical behaviour of ETICS in presence of water. 111
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 108
Mechanical characterization of foils with compression in their planes 107
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 105
Shakedown analysis of train wheels by Fourier series and nonlinear programming 104
On structural safety assessment by load factor maximization in piecewise linear plasticity 102
Shakedown analysis in poroplasticity by linear programming 101
Limit analysis of circular masonry arches at reducing friction 101
A novel formula for resistance reduction in perforated steel plate shear walls 100
Strength assessment of adhesively bonded tile claddings 99
Adaptive time-discretization strategy for backward-difference computational plasticity 98
Piecewise linear models for interfaces and mixed mode cohesive cracks 96
Static shakedown theorems in piecewise linearized poroplasticity 92
On a case of crack path bifurcation in cohesive materials 92
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 91
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 91
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 89
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 88
Generalized limit analysis in poroplasticity 88
Computational elastoplastic structural analysis of carbon nanotubes 86
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 86
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 85
Estimation of time-step integration error for elastoplastic models 85
Soil-pipeline interaction along active fault systems 85
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 83
Soil-pipeline interaction along active fault systems 82
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 82
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 81
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 81
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 81
Simplified assessment of bonding strength in tiled flooring, A 80
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 80
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 78
On mathematical programming methods in poroplasticity: some computational aspects 77
On direct methods for shakedown and limit analysis 77
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 74
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 74
Optimal design of structures subject to multiple loadings 72
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 71
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 70
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 69
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 69
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 68
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 68
Elastic-plastic optimisation of a cable-rib satellite antenna. 64
Totale 12.842
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Categoria #
all - tutte 37.988
article - articoli 20.735
book - libri 0
conference - conferenze 15.858
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.395
Totale 75.976
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021545 0 0 0 0 0 0 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
2024/20251.876 26 95 65 61 280 74 80 193 329 131 262 280
2025/20264.253 1.129 1.268 334 669 373 346 134 0 0 0 0 0
Totale 13.126