IRIS
TUBINO, FEDERICA
 Distribuzione geografica
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Continente #
EU - Europa 9.039
AS - Asia 1.202
NA - Nord America 953
SA - Sud America 119
AF - Africa 25
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 11.343
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Nazione #
IT - Italia 8.833
US - Stati Uniti d'America 901
SG - Singapore 472
CN - Cina 344
VN - Vietnam 204
FR - Francia 89
BR - Brasile 81
BD - Bangladesh 42
HK - Hong Kong 42
DE - Germania 29
FI - Finlandia 21
CA - Canada 17
JP - Giappone 16
IN - India 13
MX - Messico 13
GB - Regno Unito 12
AR - Argentina 10
ES - Italia 10
PH - Filippine 10
ID - Indonesia 8
IQ - Iraq 8
CO - Colombia 7
NL - Olanda 7
TH - Thailandia 7
EC - Ecuador 6
IE - Irlanda 6
PK - Pakistan 6
EG - Egitto 5
ZA - Sudafrica 5
AT - Austria 4
CL - Cile 4
HN - Honduras 4
MY - Malesia 4
PE - Perù 4
PL - Polonia 4
RU - Federazione Russa 4
VE - Venezuela 4
BE - Belgio 3
CH - Svizzera 3
GR - Grecia 3
GT - Guatemala 3
IR - Iran 3
TN - Tunisia 3
UA - Ucraina 3
UZ - Uzbekistan 3
AL - Albania 2
AU - Australia 2
AZ - Azerbaigian 2
BO - Bolivia 2
BZ - Belize 2
CR - Costa Rica 2
CU - Cuba 2
GA - Gabon 2
IL - Israele 2
JM - Giamaica 2
KR - Corea 2
MA - Marocco 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
SA - Arabia Saudita 2
TR - Turchia 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
AD - Andorra 1
AE - Emirati Arabi Uniti 1
BB - Barbados 1
BF - Burkina Faso 1
CD - Congo 1
CG - Congo 1
CM - Camerun 1
CW - ???statistics.table.value.countryCode.CW??? 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
GD - Grenada 1
GN - Guinea 1
JO - Giordania 1
KE - Kenya 1
MN - Mongolia 1
NP - Nepal 1
PG - Papua Nuova Guinea 1
PS - Palestinian Territory 1
PT - Portogallo 1
PY - Paraguay 1
RO - Romania 1
RW - Ruanda 1
TL - Timor Orientale 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 11.343
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Città #
Genova 4.875
Genoa 2.431
Vado Ligure 758
Rapallo 642
San Jose 328
Singapore 230
Ashburn 120
Lauterbourg 76
Beijing 74
Ho Chi Minh City 52
Hanoi 43
Hong Kong 39
Santa Clara 29
New York 28
Council Bluffs 25
Milan 21
Helsinki 19
Los Angeles 19
Frankfurt am Main 17
Rome 14
Tokyo 14
Bordighera 11
Buffalo 10
Haiphong 10
Da Nang 9
Orem 8
Atlanta 7
Boardman 7
Naples 7
Chicago 6
Des Moines 6
Dublin 6
Houston 6
Karlsruhe 6
Mexico City 6
Amsterdam 5
Biên Hòa 5
Cairo 5
Ocala 5
Phoenix 5
Bologna 4
Can Tho 4
Chennai 4
City of London 4
Fredericksburg 4
Guayaquil 4
Imperia 4
Jacksonville 4
Modesto 4
Montreal 4
Ninh Bình 4
Nuremberg 4
Phủ Lý 4
São Paulo 4
Turin 4
Athens 3
Brasília 3
Brooklyn 3
Brussels 3
Bắc Ninh 3
Cape Town 3
Cardiff 3
Cleveland 3
Dallas 3
Denver 3
Kuala Lumpur 3
Lahore 3
Madrid 3
Minneapolis 3
Padua 3
Philadelphia 3
Porto Alegre 3
Qingdao 3
Rio de Janeiro 3
Tashkent 3
The Bronx 3
The Dalles 3
Thái Nguyên 3
Toronto 3
Zurich 3
A Coruña 2
Anna 2
Baltimore 2
Bandung 2
Bangkok 2
Baton Rouge 2
Belize City 2
Belo Horizonte 2
Belém 2
Bennettsville 2
Betim 2
Boise 2
Boston 2
Bình Dương 2
Caracas 2
Chengdu 2
Columbia 2
Denham Springs 2
Detroit 2
Grosse Pointe 2
Totale 10.159
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Nome #
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 224
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 200
Gust buffeting of long-span bridges: Double Modal Transformation and effective turbulence 191
Effective wind actions on ideal and real structures 183
A turbulence model based on principal components 182
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 179
A critical analysis of simplified procedures for footbridges’ serviceability assessment 173
A loading model for the interpretation of lateral vibrations of flexible footbridges 168
Analytical methods for estimating the gust-excited response of cantilever vertical structures 166
Human-structure interaction in pedestrian bridges: A probabilistic approach 165
Alongwind dynamic response of slender vertical structures: thunderstorm outflows vs extra-tropical cyclones 164
Proper Orthogonal Decomposition in wind engineering. Part 1: A state-of-the-art and some prospects 163
Equivalent spectral model for pedestrian-induced forces on Footbridges: A generalized formulation 163
Generalized Equivalent Spectral Model for Serviceability Analysis of Footbridges 162
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 159
Aeroelastic stability and wind-excited response of complex lighting poles and antenna masts 158
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 155
Experimental investigation of the aeroelastic behavior of a complex prismatic element 154
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 153
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 152
Aeroelastic behavior of complex lighting poles and antenna masts 150
Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges 147
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 146
Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 145
Human-Induced Vibrations on Two Lively Footbridges in Milan 144
Seismic Response of Multi-supported Structures by Proper Orthogonal Decomposition 143
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 142
Proper Orthogonal Decomposition in Wind Engineering: Part 2: Theoretical Aspects and Some Applications 139
Closed form solution for the principal representation of turbulence fields 138
Probabilistic analysis of human-structure interaction in the vertical direction for pedestrian bridges 138
Passive control of human-induced footbridge vibrations 137
Fatigue life assessment of a slender lightning rod due to wind excited vibrations 136
Turbulence effects on lateral galloping of prismatic structures 136
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 135
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 134
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 134
Vibration serviceability of footbridges: a closed-form solution 133
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 132
null 131
Aerodynamic admittance functions of bridge deck sections by CWE 129
A spectral model for pedestrian loading of footbridges 125
Dynamic approach to the wind loading of structures: Alongwind, crosswind and torsional response 125
Wind Actions on Long-Span Bridges 124
3-D simulation of turbulence fields based on turbulence principal components 124
Digital simulation of 3-D turbulence fields by Proper Orthogonal Decomposition 121
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 119
Time varying mean extraction for stationary and nonstationary winds 119
Aerodynamic admittance functions of bridge deck sections by CWE 118
An extended spectral approach for the vibration serviceability assessment of footbridges 118
Uncertainty propagation in the serviceability assessment of footbridges 118
"Modelling solutions for the linear dynamics of coupled TMD-bridge systems" 116
The role of walking parameter variability in serviceability assessment of footbridges 115
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 114
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 111
Double Modal Transformation and effective wind actions on structures 111
Valutazione probabilistica dei venti intensi lungo le linee ferroviarie AV/AC italiane 110
Lighter Structures. Design and Check of behaviour by testing 109
null 108
Experimental Simulation of Thunderstorm Profiles in an Atmospheric Boundary Layer Wind Tunnel 108
Aerodynamic admittance functions of streamlined bodies: the indicial approach by CWE 106
Wind-induced instability of complex lighting poles and antenna masts: static and aeroelastic experimental study 106
Human-induced vibrations of floors: A probabilistic approach 104
Numerical simulation of turbulent wind fields at airports in complex terrain 104
Gust buffeting of long-span bridges by Double Modal Transformation 103
Principal representation of turbulence fields: a double POD procedure 103
Double Modal Transformation and effective turbulence for the gust buffeting of long-span bridges 103
Effective wind actions on structures 102
Risposta all’azione del vento di ponti di grande luce: Doppia trasformazione modale e turbolenza efficace 100
Galloping of slender tower buildings based on a shear-shear torsional equivalent beam model 100
Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows 99
Thunderstorm gust response factor: A closed-form solution 98
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 98
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 97
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach 95
Ponti Pedonali - Valutazione delle vibrazioni indotte dall'uomo 94
Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads 93
Uncertainty propagation in serviceability assessment of footbridges 91
Buffeting forces on long span bridges 90
Thunderstorm gust response factor: General tendencies and sensitivity analysis 89
Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows 89
Effetti della variazione spaziale del moto sismico sulla risposta dinamica delle strutture 83
Fractional-order filter approximations for efficient stochastic response determination of wind-excited linear structural systems 78
Imprecise model of thunderstorm wind speed and uncertainty propagation on the maximum dynamic response 77
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 77
Interval serviceability assessment of footbridges 76
Serviceability Assessment of Footbridges Via Improved Interval Analysis 72
Gust Factor of the Alongwind Response of Structures Subjected to Thunderstorm Outflows 69
Dynamic response of floors induced by a single walking pedestrian including walking path variability 67
POD methods and applications in wind engineering 65
Vibration Serviceability Assessment of a Historic Suspension Footbridge 62
Seismic response of multi-supported structures by proper orthogonal decomposition 58
Double Proper Orthogonal decomposition for representing and simulating turbulence fields 56
Numerical validation of the generalized equivalent spectral model through crowd dynamics simulations 55
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge 48
Experimental Evaluation of the Aerodynamic Coefficients of an Antenna Mast by Wind Tunnel Tests 42
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbridge 39
Human-induced loading due to bidirectional pedestrian traffic 35
Experimental validation of crowd-induced loading on footbridges 22
Totale 11.541
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Categoria #
all - tutte 36.086
article - articoli 17.357
book - libri 363
conference - conferenze 16.484
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.882
Totale 72.172
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20263.283 271 110 293 347 383 296 478 174 228 386 125 192
2026/2027265 265 0 0 0 0 0 0 0 0 0 0 0
Totale 11.541