COCCHETTI, Giuseppe
 Distribuzione geografica
Continente #
EU - Europa 5.095
NA - Nord America 2.942
AS - Asia 1.487
Continente sconosciuto - Info sul continente non disponibili 376
SA - Sud America 162
AF - Africa 61
OC - Oceania 4
Totale 10.127
Nazione #
US - Stati Uniti d'America 2.840
GB - Regno Unito 1.485
IT - Italia 849
IE - Irlanda 804
RU - Federazione Russa 737
SG - Singapore 551
CN - Cina 534
NL - Olanda 336
FR - Francia 207
DE - Germania 159
SE - Svezia 122
BR - Brasile 121
VN - Vietnam 114
PL - Polonia 105
UA - Ucraina 81
CA - Canada 72
AT - Austria 59
IN - India 53
FI - Finlandia 43
ZA - Sudafrica 42
BD - Bangladesh 35
EU - Europa 27
JP - Giappone 26
TR - Turchia 26
ES - Italia 24
HK - Hong Kong 24
KR - Corea 18
MX - Messico 18
AR - Argentina 17
ID - Indonesia 17
IQ - Iraq 17
BE - Belgio 16
PK - Pakistan 14
BG - Bulgaria 12
HU - Ungheria 12
CH - Svizzera 8
CO - Colombia 8
IR - Iran 7
GR - Grecia 6
MY - Malesia 6
UZ - Uzbekistan 6
DK - Danimarca 5
DZ - Algeria 5
EC - Ecuador 5
LT - Lituania 5
PH - Filippine 5
RS - Serbia 5
AE - Emirati Arabi Uniti 4
AZ - Azerbaigian 4
CR - Costa Rica 4
SA - Arabia Saudita 4
AU - Australia 3
CL - Cile 3
CZ - Repubblica Ceca 3
IL - Israele 3
JM - Giamaica 3
MA - Marocco 3
PE - Perù 3
PT - Portogallo 3
RO - Romania 3
TN - Tunisia 3
TW - Taiwan 3
VE - Venezuela 3
AL - Albania 2
KE - Kenya 2
KG - Kirghizistan 2
QA - Qatar 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AP - ???statistics.table.value.countryCode.AP??? 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BO - Bolivia 1
CG - Congo 1
CY - Cipro 1
DM - Dominica 1
DO - Repubblica Dominicana 1
EG - Egitto 1
ET - Etiopia 1
GD - Grenada 1
GE - Georgia 1
HR - Croazia 1
JO - Giordania 1
LB - Libano 1
LK - Sri Lanka 1
MD - Moldavia 1
MG - Madagascar 1
MK - Macedonia 1
MN - Mongolia 1
MO - Macao, regione amministrativa speciale della Cina 1
NP - Nepal 1
NZ - Nuova Zelanda 1
OM - Oman 1
PS - Palestinian Territory 1
SC - Seychelles 1
SV - El Salvador 1
TG - Togo 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 9.780
Città #
Southend 1.383
Dublin 801
Ashburn 360
San Jose 250
Singapore 250
Moscow 225
Chandler 174
Mountain View 166
Jacksonville 148
Bergamo 137
Council Bluffs 116
Ann Arbor 106
Hefei 104
The Dalles 101
Warsaw 93
Beijing 91
Dalmine 80
Rancio Valcuvia 74
Princeton 72
Los Angeles 62
Boardman 57
Vienna 49
Toronto 48
Shanghai 47
Milan 46
Nanjing 46
Woodbridge 43
Johannesburg 39
Wilmington 39
Lauterbourg 37
Washington 37
Munich 36
Houston 35
Ho Chi Minh City 32
Santa Clara 32
Fairfield 31
Atlanta 29
Hanoi 29
San Mateo 26
New York 25
Columbus 23
Dearborn 23
Hong Kong 23
Orem 20
Seattle 20
Chicago 19
Caravaggio 18
Dallas 18
Guangzhou 18
Redwood City 18
Helsinki 17
Altamura 16
Hangzhou 16
Amsterdam 15
Frankfurt am Main 15
London 15
Rome 15
Brussels 14
Redondo Beach 14
São Paulo 14
Buffalo 13
Cambridge 13
Nanchang 13
Denver 12
Dnepropetrovsk 12
Jakarta 12
Urgnano 12
Dong Ket 11
Mexico City 11
Stockholm 11
Andover 10
Kunming 10
Ogden 10
Shenyang 10
Tokyo 10
Lappeenranta 9
Montreal 9
San Francisco 9
Bari 8
Da Nang 8
Hebei 8
Miami 8
Poplar 8
Rio De Janeiro 8
Sofia 8
Baghdad 7
Bologna 7
Brescia 7
Chennai 7
Manchester 7
Marcianise 7
Medolla 7
Newcastle Upon Tyne 7
Zhengzhou 7
Brooklyn 6
Budapest 6
Falls Church 6
Hyderabad 6
Jiaxing 6
Madrid 6
Totale 6.259
Nome #
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 719
On the analysis of minimum thickness in circular masonry arches 606
On the mixed collapse mechanism of semi-circular masonry arches 559
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 528
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 403
On the analysis of minimum thickness in circular masonry arches 397
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 386
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 379
Analytical and numerical analysis on the collapse mode of circular masonry arches 331
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 316
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 315
Analytical and numerical analysis on the collapse mode of circular masonry arches 315
Limit analysis of circular masonry arches at reducing friction 298
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 294
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 271
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 271
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 252
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 229
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 227
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 202
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 200
New computational Limit Analysis approaches for structural optimization problems 184
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 178
Mechanical Behaviour of ETICS in Presence of Water 171
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 163
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 150
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 142
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 141
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 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 139
Fornix: the circular platform-frame 136
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 136
Computational elastoplastic structural analysis of carbon nanotubes 133
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 128
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests 105
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 90
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 89
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 85
Materials mechanical characterizations and structural diagnoses by inverse analyses 79
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity 76
Self-standing Bearing Capacity of Symmetric Circular Masonry Arches at Finite Friction 25
Totale 10.127
Categoria #
all - tutte 31.966
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 31.966


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022637 0 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
2024/20251.565 50 94 58 191 50 17 27 68 202 403 242 163
2025/20262.509 84 144 222 266 475 164 344 109 161 219 175 146
2026/202784 60 24 0 0 0 0 0 0 0 0 0 0
Totale 10.127