COCCHETTI, Giuseppe
 Distribuzione geografica
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Continente #
EU - Europa 4.965
NA - Nord America 2.252
AS - Asia 1.147
SA - Sud America 154
AF - Africa 51
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
Totale 8.576
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Nazione #
US - Stati Uniti d'America 2.168
GB - Regno Unito 1.477
IT - Italia 811
IE - Irlanda 804
RU - Federazione Russa 747
CN - Cina 499
SG - Singapore 415
NL - Olanda 333
FR - Francia 162
DE - Germania 149
BR - Brasile 123
SE - Svezia 108
PL - Polonia 106
UA - Ucraina 79
CA - Canada 63
VN - Vietnam 59
AT - Austria 58
ZA - Sudafrica 40
FI - Finlandia 37
IN - India 33
EU - Europa 27
JP - Giappone 25
TR - Turchia 21
ES - Italia 19
KR - Corea 18
BE - Belgio 16
MX - Messico 16
HK - Hong Kong 15
ID - Indonesia 15
AR - Argentina 13
BD - Bangladesh 12
BG - Bulgaria 12
HU - Ungheria 12
CH - Svizzera 8
IR - Iran 7
EC - Ecuador 6
GR - Grecia 6
IQ - Iraq 6
LT - Lituania 5
RS - Serbia 5
DK - Danimarca 4
DZ - Algeria 4
AE - Emirati Arabi Uniti 3
AU - Australia 3
CL - Cile 3
MY - Malesia 3
PE - Perù 3
PK - Pakistan 3
PY - Paraguay 3
TW - Taiwan 3
CO - Colombia 2
CZ - Repubblica Ceca 2
EG - Egitto 2
IL - Israele 2
MA - Marocco 2
PT - Portogallo 2
RO - Romania 2
SA - Arabia Saudita 2
TN - Tunisia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AP - ???statistics.table.value.countryCode.AP??? 1
AZ - Azerbaigian 1
CR - Costa Rica 1
CY - Cipro 1
DM - Dominica 1
ET - Etiopia 1
GD - Grenada 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MO - Macao, regione amministrativa speciale della Cina 1
NZ - Nuova Zelanda 1
SV - El Salvador 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
VE - Venezuela 1
Totale 8.602
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Città #
Southend 1.383
Dublin 801
Moscow 232
Ashburn 222
Singapore 209
Chandler 174
Mountain View 166
Jacksonville 147
Bergamo 128
Hefei 107
Ann Arbor 106
The Dalles 103
Warsaw 93
Beijing 86
Dalmine 78
Rancio Valcuvia 74
Princeton 71
Los Angeles 60
Boardman 57
Vienna 49
Nanjing 46
Toronto 46
Shanghai 45
Milan 44
Woodbridge 42
Johannesburg 39
Wilmington 38
Houston 35
Munich 35
Washington 34
Fairfield 31
Atlanta 27
San Mateo 26
Dearborn 23
Seattle 20
Hanoi 19
New York 19
Caravaggio 18
Dallas 18
Redwood City 18
São Paulo 17
Altamura 16
Chicago 16
Guangzhou 15
Hong Kong 15
London 15
Urgnano 15
Brussels 14
Redondo Beach 14
Rome 14
Cambridge 13
Helsinki 13
Ho Chi Minh City 13
Nanchang 13
Buffalo 12
Denver 12
Dnepropetrovsk 12
Jakarta 12
Amsterdam 11
Dong Ket 11
Hangzhou 11
Stockholm 11
Andover 10
Kunming 10
Ogden 10
Shenyang 10
Mexico City 9
Orem 9
Santa Clara 9
Tokyo 9
Frankfurt am Main 8
Hebei 8
Lappeenranta 8
Montreal 8
Rio De Janeiro 8
San Francisco 8
Sofia 8
Brescia 7
Chennai 7
Council Bluffs 7
Manchester 7
Marcianise 7
Medolla 7
Newcastle Upon Tyne 7
Poplar 7
Rio de Janeiro 7
Zhengzhou 7
Bologna 6
Brooklyn 6
Budapest 6
Falls Church 6
Jiaxing 6
Maslianico 6
Napoli 6
Padova 6
Reggio Calabria 6
Seoul 6
Tianjin 6
Bari 5
Lanzhou 5
Totale 5.542
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Nome #
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 669
On the analysis of minimum thickness in circular masonry arches 550
On the mixed collapse mechanism of semi-circular masonry arches 518
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 495
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 375
On the analysis of minimum thickness in circular masonry arches 359
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 357
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 333
Analytical and numerical analysis on the collapse mode of circular masonry arches 308
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 293
Analytical and numerical analysis on the collapse mode of circular masonry arches 288
Limit analysis of circular masonry arches at reducing friction 283
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 276
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 274
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 247
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 244
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 230
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 206
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 194
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 186
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 166
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 163
Mechanical Behaviour of ETICS in Presence of Water 150
New computational Limit Analysis approaches for structural optimization problems 144
Self-standing bearing capacity of symmetric circular masonry arches at fi nite friction 129
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 113
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 111
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 110
Computational elastoplastic structural analysis of carbon nanotubes 109
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 107
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 107
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 105
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 105
Fornix: the circular platform-frame 95
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 93
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 92
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests 70
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 67
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 62
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 60
Materials mechanical characterizations and structural diagnoses by inverse analyses 52
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity 47
Totale 8.942
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Categoria #
all - tutte 27.488
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 27.488
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021671 0 0 0 0 0 58 105 41 106 160 145 56
2021/2022683 46 75 29 58 53 87 32 16 36 76 77 98
2022/2023629 89 78 64 108 52 75 12 33 47 20 28 23
2023/20241.169 20 30 26 32 42 215 612 83 28 12 12 57
2024/20251.590 50 94 58 191 50 17 27 71 207 405 252 168
2025/20261.383 90 217 228 273 487 88 0 0 0 0 0 0
Totale 8.942