COCCHETTI, Giuseppe
 Distribuzione geografica
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Continente #
EU - Europa 5.052
NA - Nord America 2.635
AS - Asia 1.426
SA - Sud America 160
AF - Africa 61
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.341
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Nazione #
US - Stati Uniti d'America 2.541
GB - Regno Unito 1.483
IT - Italia 821
IE - Irlanda 804
RU - Federazione Russa 737
CN - Cina 518
SG - Singapore 515
NL - Olanda 336
FR - Francia 208
DE - Germania 158
BR - Brasile 122
VN - Vietnam 116
SE - Svezia 108
PL - Polonia 106
UA - Ucraina 81
CA - Canada 67
AT - Austria 60
IN - India 48
FI - Finlandia 43
ZA - Sudafrica 42
BD - Bangladesh 30
EU - Europa 27
JP - Giappone 26
TR - Turchia 26
ES - Italia 24
HK - Hong Kong 21
KR - Corea 19
IQ - Iraq 18
MX - Messico 18
AR - Argentina 17
ID - Indonesia 17
BE - Belgio 16
PK - Pakistan 14
BG - Bulgaria 12
HU - Ungheria 12
CH - Svizzera 8
IR - Iran 7
GR - Grecia 6
UZ - Uzbekistan 6
CO - Colombia 5
DK - Danimarca 5
DZ - Algeria 5
EC - Ecuador 5
LT - Lituania 5
MY - Malesia 5
PH - Filippine 5
RS - Serbia 5
AE - Emirati Arabi Uniti 4
AZ - Azerbaigian 4
SA - Arabia Saudita 4
TN - Tunisia 4
AU - Australia 3
CL - Cile 3
CZ - Repubblica Ceca 3
IL - Israele 3
MA - Marocco 3
PE - Perù 3
PT - Portogallo 3
RO - Romania 3
TW - Taiwan 3
VE - Venezuela 3
AL - Albania 2
CR - Costa Rica 2
JM - Giamaica 2
KE - Kenya 2
KG - Kirghizistan 2
NP - Nepal 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
MG - Madagascar 1
MK - Macedonia 1
MN - Mongolia 1
MO - Macao, regione amministrativa speciale della Cina 1
NZ - Nuova Zelanda 1
OM - Oman 1
PS - Palestinian Territory 1
SV - El Salvador 1
TG - Togo 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 9.367
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Città #
Southend 1.383
Dublin 801
Ashburn 330
Singapore 250
Moscow 225
San Jose 210
Chandler 174
Mountain View 166
Jacksonville 147
Bergamo 129
Ann Arbor 106
Hefei 104
The Dalles 101
Warsaw 94
Beijing 89
Dalmine 80
Rancio Valcuvia 74
Princeton 71
Los Angeles 60
Boardman 57
Vienna 49
Toronto 47
Nanjing 46
Shanghai 45
Milan 43
Woodbridge 42
Johannesburg 39
Wilmington 38
Lauterbourg 37
Munich 36
Houston 35
Washington 35
Ho Chi Minh City 32
Fairfield 31
Hanoi 30
Atlanta 28
San Mateo 26
Dearborn 23
Orem 21
Hong Kong 20
Seattle 20
Caravaggio 18
Chicago 18
Dallas 18
Guangzhou 18
Helsinki 18
New York 18
Redwood City 18
Council Bluffs 17
Altamura 16
Amsterdam 15
Frankfurt am Main 15
London 15
Rome 15
Brussels 14
Redondo Beach 14
São Paulo 14
Cambridge 13
Nanchang 13
Santa Clara 13
Buffalo 12
Denver 12
Dnepropetrovsk 12
Hangzhou 12
Jakarta 12
Urgnano 12
Dong Ket 11
Mexico City 11
Stockholm 11
Andover 10
Kunming 10
Ogden 10
Shenyang 10
Tokyo 10
Da Nang 9
Lappeenranta 9
San Francisco 9
Hebei 8
Poplar 8
Rio De Janeiro 8
Sofia 8
Baghdad 7
Bologna 7
Brescia 7
Chennai 7
Manchester 7
Marcianise 7
Medolla 7
Montreal 7
Newcastle Upon Tyne 7
Seoul 7
Zhengzhou 7
Brooklyn 6
Budapest 6
Falls Church 6
Hyderabad 6
Jiaxing 6
Madrid 6
Maslianico 6
Mumbai 6
Totale 6.013
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Nome #
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 705
On the analysis of minimum thickness in circular masonry arches 582
On the mixed collapse mechanism of semi-circular masonry arches 547
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 518
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 395
On the analysis of minimum thickness in circular masonry arches 392
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 375
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 369
Analytical and numerical analysis on the collapse mode of circular masonry arches 328
Analytical and numerical analysis on the collapse mode of circular masonry arches 312
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 308
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 307
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 291
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 264
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 260
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 240
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 224
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 216
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 200
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 191
New computational Limit Analysis approaches for structural optimization problems 177
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 174
Mechanical Behaviour of ETICS in Presence of Water 165
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 139
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 134
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 131
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 130
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 129
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 128
Computational elastoplastic structural analysis of carbon nanotubes 127
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 127
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 123
Fornix: the circular platform-frame 121
null 100
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests 94
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 79
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 77
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 76
Materials mechanical characterizations and structural diagnoses by inverse analyses 66
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity 64
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 25
Totale 9.708
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Categoria #
all - tutte 28.937
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 28.937
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021361 0 0 0 0 0 0 0 0 0 160 145 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
2024/20251.565 50 94 58 191 50 17 27 68 202 403 242 163
2025/20262.174 84 144 222 266 475 164 352 113 170 184 0 0
Totale 9.708