FERRARI, Rosalba
 Distribuzione geografica
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Continente #
EU - Europa 1.414
NA - Nord America 723
AS - Asia 204
AF - Africa 25
SA - Sud America 21
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 1
Totale 2.399
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Nazione #
US - Stati Uniti d'America 688
IT - Italia 373
FR - Francia 361
IE - Irlanda 298
GB - Regno Unito 79
CN - Cina 67
DE - Germania 51
RU - Federazione Russa 50
NL - Olanda 27
UA - Ucraina 27
IN - India 25
CA - Canada 24
CZ - Repubblica Ceca 24
PL - Polonia 22
CH - Svizzera 19
JP - Giappone 18
KR - Corea 18
IR - Iran 14
BR - Brasile 13
GR - Grecia 12
NO - Norvegia 12
TR - Turchia 12
AU - Australia 11
FI - Finlandia 11
BE - Belgio 10
MA - Marocco 10
EG - Egitto 7
HK - Hong Kong 7
ID - Indonesia 7
VN - Vietnam 7
DZ - Algeria 6
SG - Singapore 6
AT - Austria 5
KH - Cambogia 5
PT - Portogallo 5
CU - Cuba 4
DO - Repubblica Dominicana 4
ES - Italia 4
PE - Perù 4
TH - Thailandia 4
AE - Emirati Arabi Uniti 3
BY - Bielorussia 3
DK - Danimarca 3
LV - Lettonia 3
MX - Messico 3
PK - Pakistan 3
SE - Svezia 3
BG - Bulgaria 2
CL - Cile 2
EU - Europa 2
HU - Ungheria 2
JO - Giordania 2
LT - Lituania 2
MO - Macao, regione amministrativa speciale della Cina 2
MY - Malesia 2
ZA - Sudafrica 2
AL - Albania 1
BO - Bolivia 1
EC - Ecuador 1
EE - Estonia 1
LU - Lussemburgo 1
PH - Filippine 1
RS - Serbia 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
TW - Taiwan 1
Totale 2.400
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Città #
Dublin 298
Bergamo 75
Houston 65
Paris 54
Ann Arbor 51
Santa Cruz 50
Fairfield 45
London 45
Dalmine 44
Mountain View 35
Ashburn 32
Seattle 25
Redmond 18
Milan 16
Warsaw 16
Washington 16
Woodbridge 15
Rome 14
Simi Valley 14
Boardman 13
Southend 13
Wilmington 13
Cambridge 12
Bolzano 11
Shanghai 10
Moscow 9
Tokyo 9
Beijing 8
Chicago 8
Helsinki 8
Los Angeles 8
Turin 8
Sept-Îles 7
Buffalo 6
Chennai 6
Gongju 6
Heidesheim 6
Istanbul 6
Jakarta 6
Reggio Nell'emilia 6
Toronto 6
Bengaluru 5
Council Bluffs 5
Leuven 5
Napoli 5
New York 5
Palo Alto 5
Phnom Penh 5
Provo 5
Singapore 5
Vienna 5
Bangkok 4
Brescia 4
Brussels 4
Como 4
Hangzhou 4
Hanoi 4
Havana 4
Lima 4
Montreal 4
Munich 4
Naples 4
Pátrai 4
Santo Domingo Este 4
Schotz 4
Shenzhen 4
Stavanger 4
Sydney 4
Alcamo 3
Amsterdam 3
Barcelona 3
Boulder 3
Central 3
Chengdu 3
Crema 3
Dallas 3
Fargo 3
Frankfurt am Main 3
Gualdo Cattaneo 3
Kiselëv 3
Las Vegas 3
Lucca 3
Miami 3
Milpitas 3
Mogilev 3
Monteprandone 3
Monza 3
Newcastle Upon Tyne 3
Parma 3
Peshawar 3
Rheinfelden 3
Riga 3
San Diego 3
San Francisco 3
Sarpsborg 3
Verona 3
Ziebice 3
Zurich 3
Albino 2
Ankara 2
Totale 1.325
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Nome #
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation, file e40f7b8a-30ae-afca-e053-6605fe0aeaf2 384
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b89-cc27-afca-e053-6605fe0aeaf2 320
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b84-2d8b-afca-e053-6605fe0aeaf2 296
An integrated monitoring strategy for current condition assessment of historic bridges, file e40f7b89-9cec-afca-e053-6605fe0aeaf2 225
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading, file e40f7b84-4b53-afca-e053-6605fe0aeaf2 197
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge, file e40f7b85-1598-afca-e053-6605fe0aeaf2 171
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring, file e40f7b85-15a1-afca-e053-6605fe0aeaf2 164
Denoising corrupted structural vibration response: critical comparison and assessment of related methods, file e40f7b89-f18d-afca-e053-6605fe0aeaf2 147
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment, file e40f7b8a-8ee9-afca-e053-6605fe0aeaf2 89
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification, file e40f7b8b-59a1-afca-e053-6605fe0aeaf2 86
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b8a-19a1-afca-e053-6605fe0aeaf2 78
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b8a-4d8b-afca-e053-6605fe0aeaf2 73
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b87-9622-afca-e053-6605fe0aeaf2 50
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures, file e40f7b87-e237-afca-e053-6605fe0aeaf2 48
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b8a-0866-afca-e053-6605fe0aeaf2 46
An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge, file e40f7b88-5a74-afca-e053-6605fe0aeaf2 9
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-961d-afca-e053-6605fe0aeaf2 7
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b85-21c3-afca-e053-6605fe0aeaf2 6
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation, file e40f7b85-c39b-afca-e053-6605fe0aeaf2 6
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy), file e40f7b85-58a2-afca-e053-6605fe0aeaf2 5
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch, file e40f7b89-b56b-afca-e053-6605fe0aeaf2 5
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b87-4c20-afca-e053-6605fe0aeaf2 4
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm, file e40f7b87-508a-afca-e053-6605fe0aeaf2 4
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach, file e40f7b87-5697-afca-e053-6605fe0aeaf2 4
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements, file e40f7b89-d87e-afca-e053-6605fe0aeaf2 4
Il viadotto di Paderno sull'Adda, file e40f7b8b-0a23-afca-e053-6605fe0aeaf2 4
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements, file 934af99d-1c96-4a7c-ae18-6a670fda206a 3
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements, file c8e6f766-cf3b-4238-8eb1-1489fc4e7fbd 3
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-ea2b-afca-e053-6605fe0aeaf2 3
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b88-1bcc-afca-e053-6605fe0aeaf2 3
New computational Limit Analysis approaches for structural optimization problems, file e40f7b8b-31a2-afca-e053-6605fe0aeaf2 3
Computational elastoplastic structural analysis of carbon nanotubes, file bd39d1c3-4dc6-478c-bced-abc2e2c529cc 2
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889), file e40f7b84-39a6-afca-e053-6605fe0aeaf2 2
Effective Heterogeneous Data Fusion procedure via Kalman filtering, file e40f7b88-0b13-afca-e053-6605fe0aeaf2 2
FEM modelling of the Paderno d’Adda bridge (Italy, 1889), file e40f7b88-d6be-afca-e053-6605fe0aeaf2 2
Fenomeni di corrosione delle infrastrutture metalliche di rilevanza storica, file e40f7b89-4aa4-afca-e053-6605fe0aeaf2 2
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions, file e40f7b89-e1b8-afca-e053-6605fe0aeaf2 2
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica], file e40f7b8a-b7b6-afca-e053-6605fe0aeaf2 2
Design of effective structural health monitoring platform for Paderno d'Adda Bridge (1889), file e40f7b8a-e416-afca-e053-6605fe0aeaf2 2
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures, file e40f7b8b-8020-afca-e053-6605fe0aeaf2 2
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas, file 22fdda45-867d-4383-b547-1fd667065fa1 1
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport, file ba3adbcb-f63d-479a-a9a0-1b982335ada0 1
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures, file c9f6823c-c72d-4856-86d4-7c9a7b3fc707 1
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna, file d4fcf732-2a27-4458-b378-f260c3d72f63 1
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge, file e40f7b85-c6a3-afca-e053-6605fe0aeaf2 1
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889), file e40f7b87-4d9d-afca-e053-6605fe0aeaf2 1
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy), file e40f7b87-e6c7-afca-e053-6605fe0aeaf2 1
Totale 2.472
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Categoria #
all - tutte 5.332
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 5.332
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20207 0 0 0 0 3 1 2 1 0 0 0 0
2020/2021150 0 2 1 0 0 0 28 46 17 25 11 20
2021/2022514 29 21 21 94 49 35 46 22 23 35 91 48
2022/2023441 31 22 70 50 29 28 43 26 32 49 38 23
2023/2024915 31 39 26 27 31 272 313 39 108 29 0 0
Totale 2.472