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

COCCHETTI, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.306
EU - Europa 2.032
AS - Asia 401
OC - Oceania 13
AF - Africa 11
SA - Sud America 11
Continente sconosciuto - Info sul continente non disponibili 6
Totale 6.780
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Nazione #
US - Stati Uniti d'America 4.209
IT - Italia 587
SE - Svezia 297
UA - Ucraina 219
AT - Austria 203
DE - Germania 198
VN - Vietnam 166
GB - Regno Unito 143
CN - Cina 109
FI - Finlandia 103
CA - Canada 96
IE - Irlanda 65
BE - Belgio 52
ES - Italia 47
FR - Francia 31
NL - Olanda 25
SG - Singapore 24
IR - Iran 17
JO - Giordania 15
RO - Romania 14
HU - Ungheria 13
IN - India 13
AU - Australia 12
JP - Giappone 11
KR - Corea 11
CZ - Repubblica Ceca 7
PL - Polonia 7
TR - Turchia 7
BR - Brasile 6
EU - Europa 6
RU - Federazione Russa 6
CI - Costa d'Avorio 5
RS - Serbia 5
PH - Filippine 4
TH - Thailandia 4
ZA - Sudafrica 4
CH - Svizzera 3
HK - Hong Kong 3
IL - Israele 3
IQ - Iraq 3
MY - Malesia 3
NO - Norvegia 3
EC - Ecuador 2
LK - Sri Lanka 2
MU - Mauritius 2
NP - Nepal 2
PT - Portogallo 2
TW - Taiwan 2
BO - Bolivia 1
CL - Cile 1
DO - Repubblica Dominicana 1
GR - Grecia 1
LB - Libano 1
LT - Lituania 1
NZ - Nuova Zelanda 1
PE - Perù 1
QA - Qatar 1
Totale 6.780
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Città #
Chandler 801
Fairfield 480
Woodbridge 392
Ashburn 276
Ann Arbor 271
Wilmington 268
Houston 217
Vienna 203
Seattle 171
Cambridge 163
Jacksonville 132
Dearborn 127
Milan 103
Ottawa 89
Lawrence 83
Dong Ket 68
Dublin 64
Medford 59
Beijing 58
Brussels 52
Málaga 43
Des Moines 38
Redwood City 34
Grafing 33
Auburn Hills 29
Helsinki 28
Princeton 26
San Diego 24
Falls Church 22
Amsterdam 21
Boardman 17
Amman 14
Horia 14
New York 14
Dalmine 13
London 12
Rome 12
Budapest 11
Norwalk 10
Nanjing 9
Turin 9
Miami 8
Shanghai 8
Washington 8
Hanover 7
Hefei 7
Mountain View 7
Covo 6
Los Angeles 6
Manchester 6
Munich 6
Pavia 6
Abidjan 5
Columbus 5
Kunming 5
Monza 5
Stuttgart 5
Chiang Mai 4
Dallas 4
Faloppio 4
Ho Chi Minh City 4
Indiana 4
Napoli 4
Taranto 4
Warsaw 4
Atlanta 3
Belgrade 3
Bochum 3
Brno 3
Chennai 3
Erbil 3
Florence 3
Gussago 3
Hanoi 3
Istanbul 3
Kyoto 3
Luleå 3
Pioltello 3
Rio De Janeiro 3
San Francisco 3
Seoul 3
Toronto 3
Travaco Siccomario 3
Adelaide 2
Bari 2
Bergamo 2
Berlin 2
Bethlehem 2
Brescia 2
Centro 2
Chiswick 2
Chongqing 2
Clayton 2
Cocquio Trevisago 2
Collado Villalba 2
Como 2
Concorezzo 2
Duncan 2
Eindhoven 2
Essen 2
Totale 4.730
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Nome #
Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming 171
Materials Mechanical Characterizations and Structural Diagnoses by Inverse Analyses 155
Selective mass scaling for distorted solid-shell elements in explicit dynamics: optimal scaling factor and stable time step estimate 152
Selective mass scaling and critical time-step estimate for explicit dynamics analyses with solid-shell elements 138
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 133
Calibration of brittle fracture models by sharp indenters and inverse analysis 127
On direct methods for shakedown and limit analysis 126
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests. 124
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. 121
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 118
Multi-physics modelling for durability evaluation of ETICS 117
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 115
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 108
Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming 106
Analytical and Numerical Analysis on the Collapse Mode of Circular Masonry Arches 104
On limit analysis of masonry arches 104
Boundary element and finite element fracture analysis of dams by the cohesive crack model: a comparative study 103
A domain decomposition approach for the simulation of fracture phenomena in polycrystalline microsystems 103
Direct assessment of structural resistance against pressurized fracture 103
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 100
Upper bounds on post-shakedown quantities in poroplasticity 98
Structural diagnoses by synergy of experimental, computational and material mechanics. 97
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 96
Su diagnosi strutturale e caratterizzazione di materiali effettuate mediante prove di indentazione non-distruttive e analisi inverse 96
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 96
Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming 96
A simplified numerical approach for studying the pile-landslide interaction in hard soils 95
Fundamentals of direct methods in poroplasticity 93
Cohesive crack approach to debonding analysis 89
A rigorous bound on error in backward-difference elastoplastic time-integration 87
Quasi-non-destructive Small Punch and Hole Drilling tests extended to the assessment of both material properties and residual stresses 86
Generalized limit analysis in poroplasticity by mathematical programming 85
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 85
Assessment of both residual stresses and material properties for structural diagnosis “in situ” 84
Elastoplastic structural analysis of the Paderno d’Adda bridge (Italy, 1889) based on limit analysis 83
Residual stresses estimation by “small punch” experiment 83
A Domain Decomposition Method for the Simulation of Fracture in Polysilicon MEMS 82
Finite element analysis of non-linear plane problems based on fully equilibrated stress fields 81
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch 77
On structural safety assessment by load factor maximization in piecewise linear plasticity 76
Shakedown analysis of train wheels by Fourier series and nonlinear programming 76
Mechanical characterization of foils with compression in their planes 75
Mechanical characterization of materials and diagnosis of structures by inverse analyses: some innovative procedures and applications 73
Adaptive backward-difference time-stepping procedure for finite element hardening elastoplasticity 72
Static shakedown theorems in piecewise linearized poroplasticity 72
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 72
Statistical approach to damage diagnosis of concrete dams by radar monitoring: formulation and a pseudo-experimental test 71
Shakedown analysis in poroplasticity by linear programming 71
A DOMAIN DECOMPOSITION APPROACH FOR ELASTIC SOLIDS WITH DAMAGEABLE INTERFACES 71
Thermo-electrical and structural coupled simulations of buckling beam microprobes in high temperature/high current conditions 71
Elasto-plastic numerical analyses of pipelines subject to soil movement 70
Strength assessment of adhesively bonded tile claddings 70
Dynamic shakedown analysis and bounds in non-associative poroplasticity with saturation hardening 69
Selective mass scaling for solid-shell elements in explicit dynamics analyses 69
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 69
Diagnostic analyses of concrete on site, by flat jack tests, computer simulations and parameter identifications 66
Poroelastic finite element analysis of a bone specimen under cyclic loading 65
Diagnostic analyses based on non-destructive testing of metallic structural components in hydropower plants 65
Piecewise linear models for interfaces and mixed mode cohesive cracks 63
Simulation of fracture phenomena in polycrystalline microsystems by a domain decomposition approach 62
On a case of crack path bifurcation in cohesive materials 61
Limit analysis of circular masonry arches at reducing friction 59
Generalized limit analysis in poroplasticity 56
Mechanical behaviour of ETICS in presence of water. 56
Simulation of hydraulic fracture along the concrete-rock interface in gravity dams 55
Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions 54
A shakedown theorem in poroplastic dynamics 54
On mathematical programming methods in poroplasticity: some computational aspects 52
A dissipated energy maximization approach to elastic-perfectly plastic analysis of planar frames 52
Soil-pipeline interaction along active fault systems 50
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 49
Diagnostic inverse structural analyses based on indentation curves alone and novel indenter geometries 47
Limit and deformation analysis combined as an optimisation problem under complementarity constraints 46
Analisi dinamiche esplicite con elementi di guscio solid-like 46
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 2: Numerical analyses 46
Estimation of time-step integration error for elastoplastic models 45
Soil-pipeline interaction along active fault systems 45
Simplified assessment of bonding strength in tiled flooring, A 44
Simulation of dynamic fracture processes in polycrystalline silicon microsystems by means of a multi-step, domain decomposition method 44
Adaptive time-discretization strategy for backward-difference computational plasticity 41
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 40
Stima dell'errore per l'integrazione temporale di tipo 'backward-difference' in plasticità computazionale, Una 39
On direct methods for shakedown and limit analysis 35
SOLID-SHELL FINITE ELEMENT MODELS FOR EXPLICIT SIMULATIONS OF CRACK PROPAGATION IN THIN STRUCTURES 34
Optimal design of structures subject to multiple loadings 28
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 18
Non-linear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 14
On optimum perforation layout in low-rise steel plate shear walls. 13
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas. 10
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 9
Inverse analysis investigation by gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 8
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 8
Computational elastoplastic structural analysis of carbon nanotubes 7
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 6
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements. 5
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 5
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 3
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures. 3
Procedures for characterization of compressive material parameters for GRE pipes, using flexural modulus test results and inverse analysis 2
Elastic-plastic optimisation of a cable-rib satellite antenna. 2
Totale 6.876
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Categoria #
all - tutte 19.074
article - articoli 11.250
book - libri 0
conference - conferenze 7.088
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 736
Totale 38.148
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019475 0 0 0 0 0 0 0 0 0 120 188 167
2019/20201.410 69 108 29 127 160 170 185 112 156 73 159 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
2023/2024476 32 97 25 54 67 70 49 51 14 17 0 0
Totale 6.876