IRIS
TUBINO, FEDERICA
 Distribuzione geografica
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Continente #
EU - Europa 8.710
AS - Asia 61
SA - Sud America 29
AF - Africa 2
NA - Nord America 2
Totale 8.804
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Nazione #
IT - Italia 8.709
CN - Cina 41
BR - Brasile 24
VN - Vietnam 12
HK - Hong Kong 2
ID - Indonesia 2
SG - Singapore 2
ZA - Sudafrica 2
AR - Argentina 1
BD - Bangladesh 1
BO - Bolivia 1
CO - Colombia 1
EC - Ecuador 1
IR - Iran 1
MX - Messico 1
NO - Norvegia 1
PY - Paraguay 1
US - Stati Uniti d'America 1
Totale 8.804
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Città #
Genova 4.875
Genoa 2.423
Vado Ligure 758
Rapallo 642
Beijing 20
Bordighera 11
Hanoi 3
Ho Chi Minh City 3
Hong Kong 2
Porto Alegre 2
Ashburn 1
Barra Mansa 1
Bauru 1
Belo Horizonte 1
Brasília 1
Bình Dương 1
Candelária 1
Canoas 1
Cape Town 1
Castro 1
Catanduva 1
Dhaka 1
Envigado 1
Guarulhos 1
Guayaquil 1
Huế 1
Lấp Vò 1
Maricá 1
Marília 1
Niterói 1
Osasco 1
Quảng Ngãi 1
Registro 1
Rio de Janeiro 1
San Antonio 1
San Juan Bautista 1
Santa Cruz 1
Santa Leopoldina 1
Saquarema 1
Sarzedo 1
Sete Lagoas 1
Singapore 1
Sumaré 1
Suzano 1
São Pedro 1
Tezontepec de Aldama 1
Thái Bình 1
Trondheim 1
Vredenburg 1
Totale 8.778
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Nome #
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 193
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 183
Gust buffeting of long-span bridges: Double Modal Transformation and effective turbulence 156
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 153
Proper Orthogonal Decomposition in wind engineering. Part 1: A state-of-the-art and some prospects 150
A turbulence model based on principal components 149
A critical analysis of simplified procedures for footbridges’ serviceability assessment 147
Effective wind actions on ideal and real structures 145
Generalized Equivalent Spectral Model for Serviceability Analysis of Footbridges 141
A loading model for the interpretation of lateral vibrations of flexible footbridges 138
Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges 135
Equivalent spectral model for pedestrian-induced forces on Footbridges: A generalized formulation 133
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 132
Experimental investigation of the aeroelastic behavior of a complex prismatic element 132
Human-structure interaction in pedestrian bridges: A probabilistic approach 132
null 131
Alongwind dynamic response of slender vertical structures: thunderstorm outflows vs extra-tropical cyclones 128
Seismic Response of Multi-supported Structures by Proper Orthogonal Decomposition 127
Human-Induced Vibrations on Two Lively Footbridges in Milan 127
Aeroelastic behavior of complex lighting poles and antenna masts 125
Aeroelastic stability and wind-excited response of complex lighting poles and antenna masts 124
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 124
Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 123
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 123
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 122
Passive control of human-induced footbridge vibrations 122
Proper Orthogonal Decomposition in Wind Engineering: Part 2: Theoretical Aspects and Some Applications 118
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 118
Analytical methods for estimating the gust-excited response of cantilever vertical structures 117
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 117
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 115
Probabilistic analysis of human-structure interaction in the vertical direction for pedestrian bridges 115
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 114
Closed form solution for the principal representation of turbulence fields 112
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 111
Turbulence effects on lateral galloping of prismatic structures 111
null 108
Aerodynamic admittance functions of bridge deck sections by CWE 108
Vibration serviceability of footbridges: a closed-form solution 107
Dynamic approach to the wind loading of structures: Alongwind, crosswind and torsional response 106
Wind Actions on Long-Span Bridges 101
3-D simulation of turbulence fields based on turbulence principal components 100
Aerodynamic admittance functions of bridge deck sections by CWE 98
The role of walking parameter variability in serviceability assessment of footbridges 98
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 96
Lighter Structures. Design and Check of behaviour by testing 95
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 94
Digital simulation of 3-D turbulence fields by Proper Orthogonal Decomposition 94
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 92
Uncertainty propagation in the serviceability assessment of footbridges 92
Time varying mean extraction for stationary and nonstationary winds 90
A spectral model for pedestrian loading of footbridges 89
Double Modal Transformation and effective wind actions on structures 88
An extended spectral approach for the vibration serviceability assessment of footbridges 88
Wind-induced instability of complex lighting poles and antenna masts: static and aeroelastic experimental study 86
"Modelling solutions for the linear dynamics of coupled TMD-bridge systems" 86
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 84
Effective wind actions on structures 83
Fatigue life assessment of a slender lightning rod due to wind excited vibrations 82
Gust buffeting of long-span bridges by Double Modal Transformation 82
Risposta all’azione del vento di ponti di grande luce: Doppia trasformazione modale e turbolenza efficace 81
Principal representation of turbulence fields: a double POD procedure 81
Double Modal Transformation and effective turbulence for the gust buffeting of long-span bridges 81
Aerodynamic admittance functions of streamlined bodies: the indicial approach by CWE 79
Galloping of slender tower buildings based on a shear-shear torsional equivalent beam model 79
Uncertainty propagation in serviceability assessment of footbridges 79
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 75
Numerical simulation of turbulent wind fields at airports in complex terrain 74
Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows 72
Buffeting forces on long span bridges 71
Valutazione probabilistica dei venti intensi lungo le linee ferroviarie AV/AC italiane 71
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 70
Ponti Pedonali - Valutazione delle vibrazioni indotte dall'uomo 68
Effetti della variazione spaziale del moto sismico sulla risposta dinamica delle strutture 67
Experimental Simulation of Thunderstorm Profiles in an Atmospheric Boundary Layer Wind Tunnel 67
Human-induced vibrations of floors: A probabilistic approach 59
Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads 58
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 57
POD methods and applications in wind engineering 56
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach 56
Interval serviceability assessment of footbridges 56
Thunderstorm gust response factor: General tendencies and sensitivity analysis 55
Thunderstorm gust response factor: A closed-form solution 50
Serviceability Assessment of Footbridges Via Improved Interval Analysis 50
Fractional-order filter approximations for efficient stochastic response determination of wind-excited linear structural systems 49
Gust Factor of the Alongwind Response of Structures Subjected to Thunderstorm Outflows 48
Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows 48
Seismic response of multi-supported structures by proper orthogonal decomposition 39
Vibration Serviceability Assessment of a Historic Suspension Footbridge 36
Dynamic response of floors induced by a single walking pedestrian including walking path variability 34
Numerical validation of the generalized equivalent spectral model through crowd dynamics simulations 31
Double Proper Orthogonal decomposition for representing and simulating turbulence fields 28
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbridge 24
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge 23
Human-induced loading due to bidirectional pedestrian traffic 23
Experimental validation of crowd-induced loading on footbridges 13
Totale 8.998
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Categoria #
all - tutte 29.454
article - articoli 14.076
book - libri 301
conference - conferenze 13.524
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.553
Totale 58.908
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021413 0 0 0 24 44 53 62 35 55 52 50 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
2025/20261.005 271 110 293 331 0 0 0 0 0 0 0 0
Totale 8.998