FERRARI, Rosalba
 Distribuzione geografica
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Continente #
EU - Europa 8.042
NA - Nord America 4.734
AS - Asia 2.209
Continente sconosciuto - Info sul continente non disponibili 530
SA - Sud America 205
AF - Africa 89
OC - Oceania 10
Totale 15.819
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Nazione #
US - Stati Uniti d'America 4.569
GB - Regno Unito 2.296
IT - Italia 1.870
IE - Irlanda 1.285
RU - Federazione Russa 962
CN - Cina 850
SG - Singapore 699
FR - Francia 329
DE - Germania 281
NL - Olanda 269
SE - Svezia 179
VN - Vietnam 168
BR - Brasile 137
UA - Ucraina 137
PL - Polonia 119
CA - Canada 113
IN - India 96
CH - Svizzera 91
FI - Finlandia 57
ZA - Sudafrica 50
HK - Hong Kong 49
TR - Turchia 45
BD - Bangladesh 44
JP - Giappone 39
EU - Europa 36
KR - Corea 33
AR - Argentina 30
ID - Indonesia 30
BE - Belgio 28
ES - Italia 27
AT - Austria 25
IQ - Iraq 25
IR - Iran 23
MX - Messico 21
PK - Pakistan 19
RO - Romania 19
MY - Malesia 16
BG - Bulgaria 15
CO - Colombia 13
TW - Taiwan 10
AE - Emirati Arabi Uniti 9
DZ - Algeria 9
VE - Venezuela 9
AU - Australia 8
LT - Lituania 8
UZ - Uzbekistan 8
DK - Danimarca 7
GR - Grecia 7
PH - Filippine 7
SA - Arabia Saudita 7
CZ - Repubblica Ceca 6
EC - Ecuador 6
GT - Guatemala 6
CR - Costa Rica 5
TH - Thailandia 5
TN - Tunisia 5
AZ - Azerbaigian 4
EG - Egitto 4
ET - Etiopia 4
HN - Honduras 4
LV - Lettonia 4
MA - Marocco 4
NP - Nepal 4
PR - Porto Rico 4
PT - Portogallo 4
AL - Albania 3
HU - Ungheria 3
JM - Giamaica 3
PE - Perù 3
SC - Seychelles 3
SV - El Salvador 3
AM - Armenia 2
BH - Bahrain 2
BY - Bielorussia 2
CL - Cile 2
IL - Israele 2
KZ - Kazakistan 2
LB - Libano 2
LU - Lussemburgo 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
PY - Paraguay 2
RS - Serbia 2
TG - Togo 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BB - Barbados 1
BO - Bolivia 1
BS - Bahamas 1
BT - Bhutan 1
BZ - Belize 1
CM - Camerun 1
CW - ???statistics.table.value.countryCode.CW??? 1
EE - Estonia 1
GF - Guiana Francese 1
HR - Croazia 1
KE - Kenya 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LY - Libia 1
Totale 15.313
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Città #
Southend 2.156
Dublin 1.275
Ashburn 594
San Jose 371
Council Bluffs 345
Singapore 312
Bergamo 278
Moscow 263
Chandler 226
Jacksonville 226
Dalmine 194
Milan 192
Mountain View 142
Beijing 127
Ann Arbor 120
Princeton 113
Hefei 112
Los Angeles 104
The Dalles 101
Warsaw 94
Shanghai 82
Boardman 79
Washington 71
Nanjing 69
Toronto 65
Wilmington 63
Rancio Valcuvia 62
Santa Clara 57
Fairfield 54
Saint Petersburg 53
Houston 51
New York 49
Woodbridge 49
Johannesburg 48
Munich 48
Dearborn 47
Rome 47
Ho Chi Minh City 46
Zurich 45
Columbus 43
Hanoi 43
Hong Kong 40
San Mateo 39
Atlanta 38
Dallas 36
Lauterbourg 35
Altamura 30
Guangzhou 30
Redwood City 30
Nanchang 27
Seattle 27
Chicago 26
Brussels 23
Jakarta 22
London 22
Orem 22
Como 21
Lappeenranta 21
São Paulo 21
Tokyo 21
Buffalo 20
Shenyang 20
Vienna 20
Brooklyn 19
Monza 19
Phoenix 18
Denver 17
Istanbul 17
Amsterdam 16
Frankfurt am Main 16
Shenzhen 16
Urgnano 16
Zhengzhou 16
Cambridge 15
Hangzhou 15
Hebei 15
Ogden 15
Pune 15
Falls Church 14
Helsinki 14
Poplar 14
Redondo Beach 14
Baghdad 13
Stockholm 13
Tianjin 13
Andover 12
Dnepropetrovsk 12
Kiev 12
Mcallen 12
Sunnyvale 12
Naples 11
Palermo 11
San Francisco 11
Augusta 10
Chennai 10
Da Nang 10
Jiaxing 10
Lugano 10
Montreal 10
Mumbai 10
Totale 9.610
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 1.012
An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge 860
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 734
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 608
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 566
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 493
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 469
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 445
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 438
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 391
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 382
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 378
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 343
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 340
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 332
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 330
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) 327
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 316
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 309
Fenomeni di corrosione delle infrastrutture metalliche di rilevanza storica 308
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 302
Denoising corrupted structural vibration response: critical comparison and assessment of related methods 298
An integrated monitoring strategy for current condition assessment of historic bridges 292
Effective Heterogeneous Data Fusion procedure via Kalman filtering 290
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 282
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation 273
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 264
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification 240
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 237
Design of effective structural health monitoring platform for Paderno d'Adda Bridge (1889) 230
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements 209
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 207
Il viadotto di Paderno sull'Adda 204
Constitutive response and consistency of Lee-Fenves concrete damage-plasticity model under non-proportional loadings 200
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment 198
New computational Limit Analysis approaches for structural optimization problems 197
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 192
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 181
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 166
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 160
Advanced signal processing methodology of vibration response data toward Structural Health Monitoring purposes 160
Fornix: the circular platform-frame 155
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 155
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 154
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 154
Computational elastoplastic structural analysis of carbon nanotubes 154
Recent studies on the structural integrity and preservation of San Michele Bridge (1889, Italy) 99
Constitutive structural response of Concrete Damaged Plasticity model under Willam’s test 85
Effective Numerical Time Integration of Structural Dynamic Responses Under Moving Load 81
Monitoring-based Identification of Corrosion in Steel Structures 79
Structural Health Monitoring of the historic Paderno d’Adda Bridge (1889) 73
Modal dynamic identification of historic San Michele bridge (Italy, 1889) 72
Combining experimental data and numerical modeling to analyze train-structure interaction on the historic san michele bridge (Italy, 1889) 66
Totale 15.819
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Categoria #
all - tutte 50.579
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 50.579
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022957 0 0 0 79 69 149 56 72 67 111 167 187
2022/20231.113 156 105 147 178 86 115 25 71 92 47 55 36
2023/20241.890 41 54 61 51 76 359 989 91 41 27 19 81
2024/20251.894 81 136 101 274 69 25 94 52 229 324 311 198
2025/20263.283 125 174 190 304 587 193 406 232 277 320 237 238
2026/20271.072 146 192 322 412 0 0 0 0 0 0 0 0
Totale 15.819