IRIS
TUBINO, FEDERICA
 Distribuzione geografica
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Continente #
EU - Europa 6.141
Totale 6.141
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Nazione #
IT - Italia 6.141
Totale 6.141
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Città #
Genova 4.875
Rapallo 642
Genoa 570
Vado Ligure 43
Bordighera 11
Totale 6.141
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Nome #
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 157
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 156
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 140
Gust buffeting of long-span bridges: Double Modal Transformation and effective turbulence 138
null 131
Proper Orthogonal Decomposition in wind engineering. Part 1: A state-of-the-art and some prospects 124
Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges 120
Effective wind actions on ideal and real structures 118
A turbulence model based on principal components 114
Generalized Equivalent Spectral Model for Serviceability Analysis of Footbridges 113
Equivalent spectral model for pedestrian-induced forces on Footbridges: A generalized formulation 110
null 108
Experimental investigation of the aeroelastic behavior of a complex prismatic element 108
Seismic Response of Multi-supported Structures by Proper Orthogonal Decomposition 106
Passive control of human-induced footbridge vibrations 106
Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 104
Human-Induced Vibrations on Two Lively Footbridges in Milan 104
Proper Orthogonal Decomposition in Wind Engineering: Part 2: Theoretical Aspects and Some Applications 102
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 101
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 101
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 101
A critical analysis of simplified procedures for footbridges’ serviceability assessment 100
Human-structure interaction in pedestrian bridges: A probabilistic approach 98
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 97
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 95
Probabilistic analysis of human-structure interaction in the vertical direction for pedestrian bridges 94
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 93
Dynamic approach to the wind loading of structures: Alongwind, crosswind and torsional response 93
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 93
Aeroelastic stability and wind-excited response of complex lighting poles and antenna masts 92
Closed form solution for the principal representation of turbulence fields 90
Aeroelastic behavior of complex lighting poles and antenna masts 89
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 89
Vibration serviceability of footbridges: a closed-form solution 85
Aerodynamic admittance functions of bridge deck sections by CWE 83
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 81
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 80
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 80
Wind Actions on Long-Span Bridges 79
The role of walking parameter variability in serviceability assessment of footbridges 78
Digital simulation of 3-D turbulence fields by Proper Orthogonal Decomposition 78
Uncertainty propagation in the serviceability assessment of footbridges 78
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 77
Wind-induced instability of complex lighting poles and antenna masts: static and aeroelastic experimental study 76
A loading model for the interpretation of lateral vibrations of flexible footbridges 73
3-D simulation of turbulence fields based on turbulence principal components 68
Turbulence effects on lateral galloping of prismatic structures 67
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 66
Analytical methods for estimating the gust-excited response of cantilever vertical structures 66
Effective wind actions on structures 65
Aerodynamic admittance functions of bridge deck sections by CWE 65
Double Modal Transformation and effective turbulence for the gust buffeting of long-span bridges 63
Galloping of slender tower buildings based on a shear-shear torsional equivalent beam model 61
Gust buffeting of long-span bridges by Double Modal Transformation 60
A spectral model for pedestrian loading of footbridges 59
Lighter Structures. Design and Check of behaviour by testing 57
Time varying mean extraction for stationary and nonstationary winds 56
Uncertainty propagation in serviceability assessment of footbridges 56
Double Modal Transformation and effective wind actions on structures 55
Numerical simulation of turbulent wind fields at airports in complex terrain 54
Aerodynamic admittance functions of streamlined bodies: the indicial approach by CWE 54
"Modelling solutions for the linear dynamics of coupled TMD-bridge systems" 54
Valutazione probabilistica dei venti intensi lungo le linee ferroviarie AV/AC italiane 50
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 50
Principal representation of turbulence fields: a double POD procedure 47
Effetti della variazione spaziale del moto sismico sulla risposta dinamica delle strutture 46
Ponti Pedonali - Valutazione delle vibrazioni indotte dall'uomo 45
Risposta all’azione del vento di ponti di grande luce: Doppia trasformazione modale e turbolenza efficace 44
POD methods and applications in wind engineering 44
Buffeting forces on long span bridges 42
An extended spectral approach for the vibration serviceability assessment of footbridges 42
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 38
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach 34
Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows 28
Thunderstorm gust response factor: General tendencies and sensitivity analysis 23
Seismic response of multi-supported structures by proper orthogonal decomposition 20
Serviceability Assessment of Footbridges Via Improved Interval Analysis 18
Human-induced vibrations of floors: A probabilistic approach 17
Dynamic response of floors induced by a single walking pedestrian including walking path variability 17
Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads 17
Double Proper Orthogonal decomposition for representing and simulating turbulence fields 17
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 17
Numerical validation of the generalized equivalent spectral model through crowd dynamics simulations 15
Thunderstorm gust response factor: A closed-form solution 14
Interval serviceability assessment of footbridges 14
Experimental Simulation of Thunderstorm Profiles in an Atmospheric Boundary Layer Wind Tunnel 13
Fatigue life assessment of a slender lightning rod due to wind excited vibrations 11
Vibration Serviceability Assessment of a Historic Suspension Footbridge 11
Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows 10
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbridge 9
Alongwind dynamic response of slender vertical structures: thunderstorm outflows vs extra-tropical cyclones 7
Gust Factor of the Alongwind Response of Structures Subjected to Thunderstorm Outflows 4
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge 2
Human-induced loading due to bidirectional pedestrian traffic 2
Experimental validation of crowd-induced loading on footbridges 1
Totale 6.328
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Categoria #
all - tutte 17.956
article - articoli 9.060
book - libri 203
conference - conferenze 7.735
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 958
Totale 35.912
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.644 0 42 80 88 140 160 272 100 149 328 214 71
2020/2021520 36 31 40 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
2024/202585 66 19 0 0 0 0 0 0 0 0 0 0
Totale 6.328