COCCHETTI, Giuseppe
 Distribuzione geografica
Continente #
EU - Europa 1.316
NA - Nord America 543
AS - Asia 121
SA - Sud America 9
OC - Oceania 2
Totale 1.991
Nazione #
US - Stati Uniti d'America 528
GB - Regno Unito 432
IE - Irlanda 408
IT - Italia 208
CN - Cina 75
PL - Polonia 70
FR - Francia 55
SE - Svezia 42
RU - Federazione Russa 32
DE - Germania 23
CA - Canada 15
SG - Singapore 15
UA - Ucraina 14
BG - Bulgaria 10
BR - Brasile 9
VN - Vietnam 9
IN - India 8
BE - Belgio 7
KR - Corea 6
FI - Finlandia 5
IR - Iran 4
NL - Olanda 4
DK - Danimarca 2
GR - Grecia 2
AU - Australia 1
CZ - Repubblica Ceca 1
ES - Italia 1
IL - Israele 1
JP - Giappone 1
NZ - Nuova Zelanda 1
SA - Arabia Saudita 1
TR - Turchia 1
Totale 1.991
Città #
Southend 410
Dublin 406
Chandler 81
Warsaw 69
Ann Arbor 51
Bergamo 47
Jacksonville 45
Ashburn 36
Princeton 34
Dalmine 32
Fairfield 28
Shanghai 26
Woodbridge 22
Wilmington 20
Washington 18
Toronto 15
Boardman 13
Nanjing 12
San Mateo 12
Cambridge 11
Moscow 11
Houston 10
Seattle 10
Altamura 9
Beijing 9
Dong Ket 9
Milan 8
Rio De Janeiro 8
Andover 7
Brussels 7
Dearborn 7
Los Angeles 7
Medolla 7
Ogden 7
Redwood City 7
Atlanta 6
Falls Church 6
Maslianico 6
Sofia 6
Amsterdam 4
Lappeenranta 4
London 4
Nanchang 4
Petrich 4
Seoul 4
Singapore 4
Bari 3
Guangzhou 3
Padova 3
Shenyang 3
Varese 3
Aarhus 2
Biassono 2
Citta 2
Guardamiglio 2
Hebei 2
Kunming 2
Mountain View 2
Pune 2
San Diego 2
Sassari 2
Seriate 2
Tianjin 2
Zhengzhou 2
Augusta 1
Bologna 1
Brisbane 1
Brno 1
Cardiff 1
Carimate 1
Caserta 1
Cesana Brianza 1
Changchun 1
Cosenza 1
Curinga 1
Dunedin 1
Ergolding 1
Erlangen 1
Genova 1
Gravina in Puglia 1
Harbin 1
Hounslow 1
Jiaxing 1
Jinan 1
Kilburn 1
Lanzhou 1
Laurel 1
Leawood 1
Legnano 1
Mantova 1
Meram 1
Miami Beach 1
Napoli 1
Niigata 1
Noicattaro 1
Pontirolo Nuovo 1
Providence 1
Raleigh 1
Rende 1
Rio de Janeiro 1
Totale 1.640
Nome #
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 298
Analytical and numerical analysis on the collapse mode of circular masonry arches 253
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 250
Limit analysis of circular masonry arches at reducing friction 232
Analytical and numerical analysis on the collapse mode of circular masonry arches 224
Least-thickness symmetric circular masonry arch of maximum horizontal thrust 173
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization 131
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction 124
New computational Limit Analysis approaches for structural optimization problems 95
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 95
Mechanical Behaviour of ETICS in Presence of Water 84
Computational elastoplastic structural analysis of carbon nanotubes 20
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 18
Finite-Friction Effects in Self-standing Symmetric Circular Masonry Arches 17
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 16
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 16
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 14
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches 11
Totale 2.071
Categoria #
all - tutte 7.433
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 7.433


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020139 0 2 11 14 8 7 21 19 24 10 13 10
2020/2021424 33 12 19 30 20 18 40 19 46 89 68 30
2021/2022312 20 27 16 28 20 34 13 6 14 34 30 70
2022/2023262 46 43 28 42 20 27 2 14 17 8 7 8
2023/2024618 9 16 14 16 19 107 320 57 14 3 10 33
2024/202546 31 15 0 0 0 0 0 0 0 0 0 0
Totale 2.071