FERRARI, Rosalba
 Distribuzione geografica
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Continente #
EU - Europa 7.791
NA - Nord America 3.533
AS - Asia 2.091
SA - Sud America 186
AF - Africa 86
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 13.700
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Nazione #
US - Stati Uniti d'America 3.422
GB - Regno Unito 2.285
IT - Italia 1.706
IE - Irlanda 1.285
RU - Federazione Russa 962
CN - Cina 821
SG - Singapore 644
FR - Francia 330
DE - Germania 274
NL - Olanda 267
VN - Vietnam 169
SE - Svezia 141
UA - Ucraina 137
BR - Brasile 130
PL - Polonia 120
IN - India 93
CA - Canada 88
CH - Svizzera 69
FI - Finlandia 57
ZA - Sudafrica 50
HK - Hong Kong 46
TR - Turchia 41
EU - Europa 36
JP - Giappone 36
KR - Corea 33
BD - Bangladesh 31
AR - Argentina 29
BE - Belgio 28
ID - Indonesia 28
ES - Italia 27
IQ - Iraq 26
AT - Austria 24
IR - Iran 22
RO - Romania 19
MX - Messico 18
PK - Pakistan 18
MY - Malesia 15
BG - Bulgaria 14
TW - Taiwan 10
DZ - Algeria 9
AE - Emirati Arabi Uniti 8
AU - Australia 8
CO - Colombia 8
LT - Lituania 8
UZ - Uzbekistan 8
GR - Grecia 7
VE - Venezuela 7
CZ - Repubblica Ceca 6
TN - Tunisia 6
NP - Nepal 5
PH - Filippine 5
TH - Thailandia 5
AZ - Azerbaigian 4
DK - Danimarca 4
EG - Egitto 4
ET - Etiopia 4
LV - Lettonia 4
MA - Marocco 4
PT - Portogallo 4
SA - Arabia Saudita 4
AL - Albania 3
EC - Ecuador 3
HU - Ungheria 3
PE - Perù 3
AM - Armenia 2
BH - Bahrain 2
BY - Bielorussia 2
CR - Costa Rica 2
IL - Israele 2
KZ - Kazakistan 2
LB - Libano 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
PY - Paraguay 2
RS - Serbia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BO - Bolivia 1
BT - Bhutan 1
CL - Cile 1
CM - Camerun 1
GF - Guiana Francese 1
HN - Honduras 1
JM - Giamaica 1
KE - Kenya 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LY - Libia 1
MG - Madagascar 1
MK - Macedonia 1
MN - Mongolia 1
MU - Mauritius 1
MW - Malawi 1
NG - Nigeria 1
NO - Norvegia 1
QA - Qatar 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
Totale 13.733
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Città #
Southend 2.156
Dublin 1.275
Ashburn 426
Singapore 302
Bergamo 270
Moscow 263
San Jose 244
Chandler 226
Jacksonville 224
Dalmine 186
Milan 163
Mountain View 142
Ann Arbor 120
Beijing 117
Hefei 112
Princeton 112
The Dalles 101
Warsaw 95
Los Angeles 90
Shanghai 80
Boardman 78
Nanjing 69
Rancio Valcuvia 62
Wilmington 62
Toronto 61
Washington 61
Fairfield 53
Saint Petersburg 53
Woodbridge 49
Johannesburg 48
Munich 48
Dearborn 47
Ho Chi Minh City 45
Houston 45
Hanoi 44
Rome 40
San Mateo 39
Hong Kong 37
Lauterbourg 35
New York 34
Zurich 34
Altamura 30
Atlanta 30
Guangzhou 30
Redwood City 29
Council Bluffs 28
Nanchang 26
Dallas 25
Seattle 25
Brussels 23
Orem 23
Jakarta 22
London 22
Lappeenranta 21
Shenyang 20
São Paulo 20
Vienna 20
Chicago 19
Como 19
Tokyo 19
Buffalo 18
Monza 18
Santa Clara 17
Amsterdam 16
Frankfurt am Main 16
Shenzhen 16
Urgnano 16
Zhengzhou 16
Cambridge 15
Hebei 15
Ogden 15
Denver 14
Helsinki 14
Istanbul 14
Poplar 14
Pune 14
Redondo Beach 14
Baghdad 13
Falls Church 13
Stockholm 13
Tianjin 13
Andover 12
Brooklyn 12
Dnepropetrovsk 12
Hangzhou 12
Kiev 12
Mcallen 12
Sunnyvale 12
Da Nang 11
Augusta 10
Changsha 10
Chennai 10
Jiaxing 10
Mumbai 10
Nuremberg 10
Palermo 10
San Francisco 10
Segrate 10
Sofia 10
Chengdu 9
Totale 8.717
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 962
An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge 792
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 705
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 579
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 545
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 476
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 417
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 414
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 395
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 375
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 358
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 337
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 326
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 310
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 307
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 307
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 302
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 301
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 297
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 291
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 291
Denoising corrupted structural vibration response: critical comparison and assessment of related methods 281
Fenomeni di corrosione delle infrastrutture metalliche di rilevanza storica 271
Effective Heterogeneous Data Fusion procedure via Kalman filtering 269
An integrated monitoring strategy for current condition assessment of historic bridges 269
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 263
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation 250
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 240
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 224
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification 224
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements 196
Design of effective structural health monitoring platform for Paderno d'Adda Bridge (1889) 194
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 191
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment 186
Il viadotto di Paderno sull'Adda 182
New computational Limit Analysis approaches for structural optimization problems 175
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 174
Constitutive response and consistency of Lee-Fenves concrete damage-plasticity model under non-proportional loadings 153
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 139
Advanced signal processing methodology of vibration response data toward Structural Health Monitoring purposes 136
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 134
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 131
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 128
Computational elastoplastic structural analysis of carbon nanotubes 127
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 127
Fornix: the circular platform-frame 121
null 100
Constitutive structural response of Concrete Damaged Plasticity model under Willam’s test 42
Structural Health Monitoring of the historic Paderno d’Adda Bridge (1889) 35
Recent studies on the structural integrity and preservation of San Michele Bridge (1889, Italy) 34
Monitoring-based Identification of Corrosion in Steel Structures 31
Modal dynamic identification of historic San Michele bridge (Italy, 1889) 29
Effective Numerical Time Integration of Structural Dynamic Responses Under Moving Load 28
Combining experimental data and numerical modeling to analyze train-structure interaction on the historic san michele bridge (Italy, 1889) 27
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 25
Totale 14.223
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Categoria #
all - tutte 43.060
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 43.060
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021489 0 0 0 0 0 0 0 0 0 212 217 60
2021/20221.225 86 116 66 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
2025/20262.759 125 174 190 304 587 193 414 236 286 250 0 0
Totale 14.223