COCCHETTI, Giuseppe
 Distribuzione geografica
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Continente #
EU - Europa 5.066
NA - Nord America 2.838
AS - Asia 1.468
SA - Sud America 159
AF - Africa 61
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.599
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Nazione #
US - Stati Uniti d'America 2.738
GB - Regno Unito 1.484
IT - Italia 836
IE - Irlanda 804
RU - Federazione Russa 737
SG - Singapore 540
CN - Cina 532
NL - Olanda 336
FR - Francia 207
DE - Germania 159
BR - Brasile 120
VN - Vietnam 114
SE - Svezia 108
PL - Polonia 105
UA - Ucraina 81
CA - Canada 71
AT - Austria 59
IN - India 53
FI - Finlandia 42
ZA - Sudafrica 42
BD - Bangladesh 31
EU - Europa 27
JP - Giappone 26
TR - Turchia 26
ES - Italia 24
HK - Hong Kong 22
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
IR - Iran 7
CO - Colombia 6
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
SA - Arabia Saudita 4
AU - Australia 3
CL - Cile 3
CR - Costa Rica 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
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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 9.625
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Città #
Southend 1.383
Dublin 801
Ashburn 339
Singapore 249
San Jose 245
Moscow 225
Chandler 174
Mountain View 166
Jacksonville 148
Bergamo 137
Ann Arbor 106
Hefei 104
The Dalles 101
Council Bluffs 99
Warsaw 93
Beijing 91
Dalmine 80
Rancio Valcuvia 74
Princeton 71
Los Angeles 62
Boardman 57
Vienna 49
Toronto 48
Nanjing 46
Milan 45
Shanghai 45
Woodbridge 42
Johannesburg 39
Wilmington 38
Lauterbourg 37
Munich 36
Washington 36
Houston 35
Ho Chi Minh City 32
Fairfield 31
Atlanta 29
Hanoi 29
San Mateo 26
New York 24
Dearborn 23
Hong Kong 21
Orem 20
Seattle 20
Chicago 19
Santa Clara 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
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
Maslianico 6
Mumbai 6
Totale 6.173
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Nome #
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 715
On the analysis of minimum thickness in circular masonry arches 598
On the mixed collapse mechanism of semi-circular masonry arches 557
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 526
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 400
On the analysis of minimum thickness in circular masonry arches 396
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 380
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 375
Analytical and numerical analysis on the collapse mode of circular masonry arches 331
Analytical and numerical analysis on the collapse mode of circular masonry arches 314
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 312
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 311
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 293
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 268
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 264
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 250
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 225
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 221
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 201
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 197
New computational Limit Analysis approaches for structural optimization problems 181
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 177
Mechanical Behaviour of ETICS in Presence of Water 169
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 161
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 144
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 138
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 137
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 137
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 136
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 134
Computational elastoplastic structural analysis of carbon nanotubes 131
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 131
Fornix: the circular platform-frame 127
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 118
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests 103
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 87
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 83
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 82
Materials mechanical characterizations and structural diagnoses by inverse analyses 75
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity 69
Self-standing Bearing Capacity of Symmetric Circular Masonry Arches at Finite Friction 20
Totale 9.972
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Categoria #
all - tutte 30.519
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 30.519
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202156 0 0 0 0 0 0 0 0 0 0 0 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
2025/20262.438 84 144 222 266 475 164 344 109 161 219 175 75
Totale 9.972