COCCHETTI, Giuseppe
 Distribuzione geografica
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Continente #
EU - Europa 5.168
NA - Nord America 3.362
AS - Asia 1.510
Continente sconosciuto - Info sul continente non disponibili 376
SA - Sud America 178
AF - Africa 61
OC - Oceania 4
Totale 10.659
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Nazione #
US - Stati Uniti d'America 3.243
GB - Regno Unito 1.494
IT - Italia 893
IE - Irlanda 805
RU - Federazione Russa 737
SG - Singapore 557
CN - Cina 540
NL - Olanda 336
FR - Francia 208
DE - Germania 160
SE - Svezia 133
BR - Brasile 125
VN - Vietnam 114
PL - Polonia 105
CA - Canada 83
UA - Ucraina 81
AT - Austria 59
IN - India 54
FI - Finlandia 43
ZA - Sudafrica 42
BD - Bangladesh 35
EU - Europa 27
TR - Turchia 27
JP - Giappone 26
ES - Italia 25
HK - Hong Kong 24
MX - Messico 19
KR - Corea 18
AR - Argentina 17
ID - Indonesia 17
IQ - Iraq 17
BE - Belgio 16
PK - Pakistan 16
CO - Colombia 14
BG - Bulgaria 12
HU - Ungheria 12
EC - Ecuador 10
PH - Filippine 9
CH - Svizzera 8
DK - Danimarca 7
IR - Iran 7
CR - Costa Rica 6
GR - Grecia 6
MY - Malesia 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
DZ - Algeria 5
LT - Lituania 5
RS - Serbia 5
SA - Arabia Saudita 5
AZ - Azerbaigian 4
VE - Venezuela 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
AL - Albania 2
EE - Estonia 2
GT - Guatemala 2
KE - Kenya 2
KG - Kirghizistan 2
QA - Qatar 2
TH - Thailandia 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
HN - Honduras 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
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
Totale 10.309
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Città #
Southend 1.383
Dublin 801
Ashburn 399
San Jose 292
Singapore 252
Council Bluffs 242
Moscow 225
Chandler 174
Mountain View 166
Jacksonville 150
Bergamo 137
Ann Arbor 106
Hefei 104
The Dalles 101
Beijing 93
Warsaw 93
Dalmine 80
Rancio Valcuvia 74
Princeton 72
Los Angeles 66
Boardman 57
Milan 55
Vienna 49
Toronto 48
Santa Clara 47
Shanghai 47
Nanjing 46
Woodbridge 43
Washington 40
Wilmington 40
Johannesburg 39
Lauterbourg 37
Munich 36
Houston 35
Columbus 34
Ho Chi Minh City 32
Fairfield 31
Atlanta 29
Hanoi 29
San Mateo 26
New York 25
Dearborn 24
Hong Kong 23
Chicago 22
Dallas 22
Orem 21
Seattle 20
Caravaggio 18
Guangzhou 18
Redwood City 18
Helsinki 17
Rome 17
Altamura 16
Hangzhou 16
Amsterdam 15
Frankfurt am Main 15
London 15
São Paulo 15
Brussels 14
Redondo Beach 14
Buffalo 13
Cambridge 13
Nanchang 13
Phoenix 13
Denver 12
Dnepropetrovsk 12
Jakarta 12
Urgnano 12
Dong Ket 11
Mexico City 11
Stockholm 11
Andover 10
Kunming 10
Montreal 10
Ogden 10
San Francisco 10
Shenyang 10
Tokyo 10
Bologna 9
Lappeenranta 9
Miami 9
Bari 8
Da Nang 8
Hebei 8
Poplar 8
Rio De Janeiro 8
Sofia 8
Baghdad 7
Brescia 7
Brooklyn 7
Chennai 7
Madrid 7
Manchester 7
Marcianise 7
Medolla 7
Newcastle Upon Tyne 7
Palermo 7
Zhengzhou 7
Bogotá 6
Budapest 6
Totale 6.542
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Nome #
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 734
On the analysis of minimum thickness in circular masonry arches 641
On the mixed collapse mechanism of semi-circular masonry arches 569
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 543
On the analysis of minimum thickness in circular masonry arches 420
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 417
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 404
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 391
Analytical and numerical analysis on the collapse mode of circular masonry arches 339
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 329
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 326
Analytical and numerical analysis on the collapse mode of circular masonry arches 320
Limit analysis of circular masonry arches at reducing friction 305
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 301
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 288
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 280
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 263
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 242
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 235
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 208
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 206
New computational Limit Analysis approaches for structural optimization problems 196
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 191
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 181
Mechanical Behaviour of ETICS in Presence of Water 176
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 166
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 157
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 154
Fornix: the circular platform-frame 152
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 152
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 152
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution 151
Computational elastoplastic structural analysis of carbon nanotubes 150
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 150
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 149
Estimation of residual stresses by inverse analysis based on experimental data from sample removal for “small punch” tests 115
Parameter identification in elastoplastic material models by Small Punch Tests and inverse analysis with model reduction 102
Assessment of residual stresses and mechanical characterization of materials by "hole drilling" and indentation tests combined and by inverse analysis 99
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity 91
Inverse Structural Analyses on Small Punch Tests, with Model Reduction and Stochastic Approach 90
Materials mechanical characterizations and structural diagnoses by inverse analyses 89
Self-standing Bearing Capacity of Symmetric Circular Masonry Arches at Finite Friction 35
Totale 10.659
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Categoria #
all - tutte 33.683
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 33.683
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022533 0 0 0 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
2026/2027616 60 111 221 224 0 0 0 0 0 0 0 0
Totale 10.659