TUBINO, FEDERICA
 Distribuzione geografica
Continente #
EU - Europa 8.992
AS - Asia 1.155
NA - Nord America 696
SA - Sud America 103
AF - Africa 25
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.976
Nazione #
IT - Italia 8.798
US - Stati Uniti d'America 658
SG - Singapore 470
CN - Cina 341
VN - Vietnam 203
FR - Francia 84
BR - Brasile 73
HK - Hong Kong 41
DE - Germania 29
FI - Finlandia 21
JP - Giappone 16
IN - India 13
CA - Canada 12
GB - Regno Unito 12
MX - Messico 12
AR - Argentina 10
PH - Filippine 10
ES - Italia 8
IQ - Iraq 8
ID - Indonesia 7
NL - Olanda 7
TH - Thailandia 7
BD - Bangladesh 6
EC - Ecuador 6
IE - Irlanda 6
CO - Colombia 5
EG - Egitto 5
PK - Pakistan 5
ZA - Sudafrica 5
AT - Austria 4
RU - Federazione Russa 4
BE - Belgio 3
CH - Svizzera 3
CL - Cile 3
GT - Guatemala 3
IR - Iran 3
PL - Polonia 3
TN - Tunisia 3
UA - Ucraina 3
UZ - Uzbekistan 3
VE - Venezuela 3
AL - Albania 2
AU - Australia 2
AZ - Azerbaigian 2
BO - Bolivia 2
CU - Cuba 2
GA - Gabon 2
GR - Grecia 2
IL - Israele 2
JM - Giamaica 2
KR - Corea 2
MA - Marocco 2
MY - Malesia 2
NI - Nicaragua 2
OM - Oman 2
SA - Arabia Saudita 2
TR - Turchia 2
TW - Taiwan 2
AD - Andorra 1
AE - Emirati Arabi Uniti 1
BB - Barbados 1
BF - Burkina Faso 1
BZ - Belize 1
CD - Congo 1
CG - Congo 1
CM - Camerun 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
DZ - Algeria 1
GD - Grenada 1
GN - Guinea 1
JO - Giordania 1
KE - Kenya 1
MN - Mongolia 1
NO - Norvegia 1
NP - Nepal 1
PG - Papua Nuova Guinea 1
PS - Palestinian Territory 1
PY - Paraguay 1
RO - Romania 1
RW - Ruanda 1
TL - Timor Orientale 1
TT - Trinidad e Tobago 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.976
Città #
Genova 4.875
Genoa 2.429
Vado Ligure 758
Rapallo 642
San Jose 302
Singapore 229
Ashburn 97
Lauterbourg 76
Beijing 71
Ho Chi Minh City 52
Hanoi 43
Hong Kong 39
Council Bluffs 25
New York 25
Santa Clara 25
Helsinki 19
Frankfurt am Main 17
Milan 14
Tokyo 14
Bordighera 11
Los Angeles 11
Haiphong 10
Da Nang 8
Orem 8
Boardman 7
Rome 7
Buffalo 6
Dublin 6
Karlsruhe 6
Mexico City 6
Amsterdam 5
Atlanta 5
Biên Hòa 5
Cairo 5
Can Tho 4
Chennai 4
City of London 4
Des Moines 4
Guayaquil 4
Imperia 4
Naples 4
Ninh Bình 4
Nuremberg 4
Phủ Lý 4
Bologna 3
Brasília 3
Brussels 3
Bắc Ninh 3
Cape Town 3
Cardiff 3
Chicago 3
Madrid 3
Padua 3
Porto Alegre 3
Qingdao 3
Rio de Janeiro 3
São Paulo 3
Tashkent 3
Thái Nguyên 3
Toronto 3
Zurich 3
A Coruña 2
Athens 2
Baltimore 2
Bangkok 2
Baton Rouge 2
Belo Horizonte 2
Betim 2
Bình Dương 2
Chengdu 2
Columbia 2
Dallas 2
Denver 2
Havana 2
Houston 2
Hải Dương 2
Jacksonville 2
Kingston 2
Kuala Lumpur 2
Lahore 2
Lappeenranta 2
Libreville 2
Long Xuyen 2
Manchester 2
Manila 2
Medellín 2
Memphis 2
Montreal 2
Mumbai 2
Muscat 2
Pattaya 2
Philadelphia 2
Phú Thọ 2
Queens 2
Quảng Ngãi 2
Quận Bốn 2
Riyadh 2
San Antonio 2
Shanghaicun 2
Sydney 2
Totale 10.027
Nome #
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 219
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 197
Gust buffeting of long-span bridges: Double Modal Transformation and effective turbulence 189
A turbulence model based on principal components 179
Effective wind actions on ideal and real structures 178
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 174
A critical analysis of simplified procedures for footbridges’ serviceability assessment 171
Analytical methods for estimating the gust-excited response of cantilever vertical structures 162
A loading model for the interpretation of lateral vibrations of flexible footbridges 161
Proper Orthogonal Decomposition in wind engineering. Part 1: A state-of-the-art and some prospects 160
Equivalent spectral model for pedestrian-induced forces on Footbridges: A generalized formulation 160
Generalized Equivalent Spectral Model for Serviceability Analysis of Footbridges 160
Alongwind dynamic response of slender vertical structures: thunderstorm outflows vs extra-tropical cyclones 159
Human-structure interaction in pedestrian bridges: A probabilistic approach 157
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 155
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 154
Aeroelastic stability and wind-excited response of complex lighting poles and antenna masts 151
Experimental investigation of the aeroelastic behavior of a complex prismatic element 151
Aeroelastic behavior of complex lighting poles and antenna masts 148
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 146
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 146
Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges 143
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 143
Human-Induced Vibrations on Two Lively Footbridges in Milan 142
Seismic Response of Multi-supported Structures by Proper Orthogonal Decomposition 141
Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 140
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 139
Passive control of human-induced footbridge vibrations 136
Proper Orthogonal Decomposition in Wind Engineering: Part 2: Theoretical Aspects and Some Applications 134
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 133
Probabilistic analysis of human-structure interaction in the vertical direction for pedestrian bridges 133
Fatigue life assessment of a slender lightning rod due to wind excited vibrations 132
Closed form solution for the principal representation of turbulence fields 132
null 131
Vibration serviceability of footbridges: a closed-form solution 131
Turbulence effects on lateral galloping of prismatic structures 131
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 131
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 128
Aerodynamic admittance functions of bridge deck sections by CWE 126
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 126
Dynamic approach to the wind loading of structures: Alongwind, crosswind and torsional response 124
Digital simulation of 3-D turbulence fields by Proper Orthogonal Decomposition 120
3-D simulation of turbulence fields based on turbulence principal components 120
Wind Actions on Long-Span Bridges 119
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 116
A spectral model for pedestrian loading of footbridges 116
Time varying mean extraction for stationary and nonstationary winds 116
Aerodynamic admittance functions of bridge deck sections by CWE 115
The role of walking parameter variability in serviceability assessment of footbridges 115
Uncertainty propagation in the serviceability assessment of footbridges 113
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 112
"Modelling solutions for the linear dynamics of coupled TMD-bridge systems" 112
An extended spectral approach for the vibration serviceability assessment of footbridges 111
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 110
Lighter Structures. Design and Check of behaviour by testing 109
null 108
Double Modal Transformation and effective wind actions on structures 107
Valutazione probabilistica dei venti intensi lungo le linee ferroviarie AV/AC italiane 106
Effective wind actions on structures 102
Numerical simulation of turbulent wind fields at airports in complex terrain 101
Principal representation of turbulence fields: a double POD procedure 101
Wind-induced instability of complex lighting poles and antenna masts: static and aeroelastic experimental study 101
Aerodynamic admittance functions of streamlined bodies: the indicial approach by CWE 100
Double Modal Transformation and effective turbulence for the gust buffeting of long-span bridges 100
Experimental Simulation of Thunderstorm Profiles in an Atmospheric Boundary Layer Wind Tunnel 100
Gust buffeting of long-span bridges by Double Modal Transformation 99
Galloping of slender tower buildings based on a shear-shear torsional equivalent beam model 97
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 97
Risposta all’azione del vento di ponti di grande luce: Doppia trasformazione modale e turbolenza efficace 96
Human-induced vibrations of floors: A probabilistic approach 95
Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows 95
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 94
Thunderstorm gust response factor: A closed-form solution 92
Ponti Pedonali - Valutazione delle vibrazioni indotte dall'uomo 92
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach 92
Uncertainty propagation in serviceability assessment of footbridges 89
Buffeting forces on long span bridges 88
Thunderstorm gust response factor: General tendencies and sensitivity analysis 85
Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads 84
Effetti della variazione spaziale del moto sismico sulla risposta dinamica delle strutture 82
Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows 79
Fractional-order filter approximations for efficient stochastic response determination of wind-excited linear structural systems 75
Il ruolo fondamentale della sperimentazione per la verifica della progettazione e il collaudo – Il caso di una passerella pedonale in Viale De Gasperi in Milano 73
Imprecise model of thunderstorm wind speed and uncertainty propagation on the maximum dynamic response 71
Interval serviceability assessment of footbridges 70
Serviceability Assessment of Footbridges Via Improved Interval Analysis 66
Gust Factor of the Alongwind Response of Structures Subjected to Thunderstorm Outflows 65
POD methods and applications in wind engineering 63
Dynamic response of floors induced by a single walking pedestrian including walking path variability 62
Vibration Serviceability Assessment of a Historic Suspension Footbridge 59
Seismic response of multi-supported structures by proper orthogonal decomposition 56
Double Proper Orthogonal decomposition for representing and simulating turbulence fields 53
Numerical validation of the generalized equivalent spectral model through crowd dynamics simulations 50
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge 45
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbridge 39
Experimental Evaluation of the Aerodynamic Coefficients of an Antenna Mast by Wind Tunnel Tests 37
Human-induced loading due to bidirectional pedestrian traffic 31
Experimental validation of crowd-induced loading on footbridges 20
Totale 11.174
Categoria #
all - tutte 34.282
article - articoli 16.467
book - libri 343
conference - conferenze 15.673
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.799
Totale 68.564


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202138 0 0 0 0 0 0 0 0 0 0 0 38
2021/2022894 12 53 71 86 26 69 56 205 31 83 94 108
2022/2023794 80 41 14 68 132 129 12 68 158 8 67 17
2023/2024429 38 77 17 48 23 34 27 25 26 13 37 64
2024/20251.750 66 133 123 116 210 180 146 244 54 75 200 203
2025/20263.181 271 110 293 347 383 296 478 174 228 386 125 90
Totale 11.174