FERRARI, Rosalba
 Distribuzione geografica
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Continente #
EU - Europa 7.835
NA - Nord America 3.905
AS - Asia 2.145
SA - Sud America 186
AF - Africa 86
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 14.170
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Nazione #
US - Stati Uniti d'America 3.786
GB - Regno Unito 2.288
IT - Italia 1.749
IE - Irlanda 1.285
RU - Federazione Russa 962
CN - Cina 839
SG - Singapore 676
FR - Francia 329
DE - Germania 275
NL - Olanda 267
VN - Vietnam 167
SE - Svezia 141
UA - Ucraina 137
BR - Brasile 128
PL - Polonia 119
IN - India 93
CA - Canada 92
CH - Svizzera 70
FI - Finlandia 56
ZA - Sudafrica 50
HK - Hong Kong 48
TR - Turchia 41
EU - Europa 36
JP - Giappone 36
BD - Bangladesh 35
KR - Corea 32
AR - Argentina 29
BE - Belgio 28
ID - Indonesia 28
ES - Italia 27
IQ - Iraq 25
AT - Austria 23
IR - Iran 23
RO - Romania 19
MX - Messico 18
PK - Pakistan 18
MY - Malesia 15
BG - Bulgaria 14
TW - Taiwan 10
CO - Colombia 9
DZ - Algeria 9
AE - Emirati Arabi Uniti 8
AU - Australia 8
LT - Lituania 8
UZ - Uzbekistan 8
GR - Grecia 7
VE - Venezuela 7
CZ - Repubblica Ceca 6
SA - Arabia Saudita 6
PH - Filippine 5
TH - Thailandia 5
TN - Tunisia 5
AZ - Azerbaigian 4
DK - Danimarca 4
EG - Egitto 4
ET - Etiopia 4
LV - Lettonia 4
MA - Marocco 4
NP - Nepal 4
PT - Portogallo 4
AL - Albania 3
CR - Costa Rica 3
EC - Ecuador 3
HU - Ungheria 3
PE - Perù 3
AM - Armenia 2
BH - Bahrain 2
BY - Bielorussia 2
CL - Cile 2
IL - Israele 2
JM - Giamaica 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
CM - Camerun 1
GF - Guiana Francese 1
GT - Guatemala 1
HN - Honduras 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
PR - Porto Rico 1
QA - Qatar 1
SC - Seychelles 1
Totale 14.200
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Città #
Southend 2.156
Dublin 1.275
Ashburn 454
Singapore 306
San Jose 305
Bergamo 276
Moscow 263
Chandler 226
Jacksonville 224
Dalmine 186
Milan 172
Council Bluffs 150
Mountain View 142
Beijing 125
Ann Arbor 120
Hefei 112
Princeton 112
The Dalles 101
Los Angeles 96
Warsaw 94
Shanghai 80
Boardman 78
Nanjing 69
Washington 63
Rancio Valcuvia 62
Wilmington 62
Toronto 61
Fairfield 54
Saint Petersburg 53
Woodbridge 49
Johannesburg 48
Munich 48
Dearborn 47
Ho Chi Minh City 45
Houston 45
Hanoi 43
Rome 43
New York 40
Hong Kong 39
San Mateo 39
Lauterbourg 35
Zurich 34
Atlanta 31
Altamura 30
Guangzhou 30
Santa Clara 30
Columbus 29
Redwood City 29
Dallas 26
Nanchang 26
Seattle 25
Brussels 23
Jakarta 22
London 22
Lappeenranta 21
Orem 21
Chicago 20
Shenyang 20
São Paulo 20
Vienna 20
Como 19
Tokyo 19
Buffalo 18
Monza 18
Amsterdam 16
Denver 16
Frankfurt am Main 16
Shenzhen 16
Urgnano 16
Zhengzhou 16
Brooklyn 15
Cambridge 15
Hangzhou 15
Hebei 15
Ogden 15
Istanbul 14
Poplar 14
Pune 14
Redondo Beach 14
Baghdad 13
Falls Church 13
Helsinki 13
Stockholm 13
Tianjin 13
Andover 12
Dnepropetrovsk 12
Kiev 12
Mcallen 12
Sunnyvale 12
Augusta 10
Chennai 10
Da Nang 10
Jiaxing 10
Mumbai 10
Nuremberg 10
Palermo 10
San Francisco 10
Segrate 10
Sofia 10
Changsha 9
Totale 9.012
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 980
An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge 801
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 718
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 587
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 556
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 481
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 432
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 425
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 404
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 384
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 360
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 344
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 332
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 321
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 315
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 312
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 311
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 308
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 303
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 299
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 294
Denoising corrupted structural vibration response: critical comparison and assessment of related methods 288
Fenomeni di corrosione delle infrastrutture metalliche di rilevanza storica 276
Effective Heterogeneous Data Fusion procedure via Kalman filtering 275
An integrated monitoring strategy for current condition assessment of historic bridges 274
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch 269
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation 259
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation 251
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification 229
Reference structural investigation on a 19th-century arch iron bridge loyal to design-stage conditions 226
Design of effective structural health monitoring platform for Paderno d'Adda Bridge (1889) 209
A novel Linear Complementarity Problem implementation for elastic–plastic structural optimisation of cable–rib satellite antennas 198
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements 198
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment 190
Il viadotto di Paderno sull'Adda 189
New computational Limit Analysis approaches for structural optimization problems 183
Enriched computational Limit Analysis implementation for large-scale 3D truss-frame structures 178
Constitutive response and consistency of Lee-Fenves concrete damage-plasticity model under non-proportional loadings 168
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements 161
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements 145
Advanced signal processing methodology of vibration response data toward Structural Health Monitoring purposes 142
Elastic–Plastic Optimisation of a Cable–Rib Satellite Antenna 139
Consistent Complementarity Problem Formulation for the Mechanical Modellisation of Spatial Cable–Rib Structures 138
Effective Limit Analysis Computational Approaches for the Structural Characterization of Nervi’s Palazzetto dello Sport 138
Computational elastoplastic structural analysis of carbon nanotubes 132
Fornix: the circular platform-frame 131
Computational Limit Analysis algorithms for large-scale truss-frame structures with interaction domain 122
Constitutive structural response of Concrete Damaged Plasticity model under Willam’s test 56
Effective Numerical Time Integration of Structural Dynamic Responses Under Moving Load 53
Structural Health Monitoring of the historic Paderno d’Adda Bridge (1889) 46
Recent studies on the structural integrity and preservation of San Michele Bridge (1889, Italy) 46
Monitoring-based Identification of Corrosion in Steel Structures 45
Modal dynamic identification of historic San Michele bridge (Italy, 1889) 39
Combining experimental data and numerical modeling to analyze train-structure interaction on the historic san michele bridge (Italy, 1889) 36
Totale 14.696
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Categoria #
all - tutte 45.780
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 45.780
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202160 0 0 0 0 0 0 0 0 0 0 0 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
2025/20263.232 125 174 190 304 587 193 406 232 277 320 237 187
Totale 14.696