IRIS
TUBINO, FEDERICA
 Distribuzione geografica
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Continente #
EU - Europa 9.058
AS - Asia 1.223
NA - Nord America 1.163
Continente sconosciuto - Info sul continente non disponibili 200
SA - Sud America 133
AF - Africa 27
OC - Oceania 3
Totale 11.807
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Nazione #
IT - Italia 8.849
US - Stati Uniti d'America 1.101
SG - Singapore 475
CN - Cina 347
VN - Vietnam 205
FR - Francia 89
BR - Brasile 86
HK - Hong Kong 44
BD - Bangladesh 42
DE - Germania 29
CA - Canada 22
FI - Finlandia 21
JP - Giappone 16
IN - India 15
GB - Regno Unito 13
MX - Messico 13
PH - Filippine 13
CO - Colombia 12
AR - Argentina 10
ES - Italia 10
TH - Thailandia 9
EC - Ecuador 8
ID - Indonesia 8
IE - Irlanda 8
IQ - Iraq 8
NL - Olanda 7
CR - Costa Rica 6
PK - Pakistan 6
VE - Venezuela 6
EG - Egitto 5
MY - Malesia 5
ZA - Sudafrica 5
AT - Austria 4
CL - Cile 4
HN - Honduras 4
PE - Perù 4
PL - Polonia 4
RU - Federazione Russa 4
AE - Emirati Arabi Uniti 3
BE - Belgio 3
CH - Svizzera 3
GR - Grecia 3
GT - Guatemala 3
IR - Iran 3
SA - Arabia Saudita 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
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
SC - Seychelles 2
TR - Turchia 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
AD - Andorra 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
KW - Kuwait 1
LC - Santa Lucia 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 11.609
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Città #
Genova 4.875
Genoa 2.431
Vado Ligure 758
Rapallo 642
San Jose 374
Singapore 231
Ashburn 144
Lauterbourg 76
Beijing 75
Ho Chi Minh City 52
Hanoi 43
Hong Kong 39
New York 32
Santa Clara 32
Council Bluffs 25
Los Angeles 24
Milan 24
Helsinki 19
Frankfurt am Main 17
Rome 17
Phoenix 16
Tokyo 14
Bordighera 11
Haiphong 11
Buffalo 10
Chicago 9
Da Nang 9
Houston 9
Atlanta 8
Dublin 8
Orem 8
Boardman 7
Columbus 7
Dallas 7
Naples 7
Des Moines 6
Karlsruhe 6
Mexico City 6
Amsterdam 5
Biên Hòa 5
Bologna 5
Brasília 5
Cairo 5
Montreal 5
Ocala 5
Toronto 5
Brooklyn 4
Can Tho 4
Chennai 4
City of London 4
Fredericksburg 4
Guayaquil 4
Imperia 4
Jacksonville 4
Modesto 4
Ninh Bình 4
Nuremberg 4
Philadelphia 4
Phủ Lý 4
São Paulo 4
The Dalles 4
Turin 4
Athens 3
Bangkok 3
Belém 3
Bogotá 3
Brussels 3
Bắc Ninh 3
Cape Town 3
Cardiff 3
Cleveland 3
Denver 3
Detroit 3
Florence 3
Kuala Lumpur 3
Lahore 3
Madrid 3
Medellín 3
Memphis 3
Minneapolis 3
Orlando 3
Padua 3
Porto Alegre 3
Qingdao 3
Rio de Janeiro 3
Riyadh 3
Silver Spring 3
Stockton 3
Tashkent 3
The Bronx 3
Thái Nguyên 3
Washington 3
Zurich 3
A Coruña 2
Abu Dhabi 2
Alexandria 2
Anna 2
Baltimore 2
Bandung 2
Baton Rouge 2
Totale 10.300
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Nome #
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 232
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 204
Gust buffeting of long-span bridges: Double Modal Transformation and effective turbulence 194
Effective wind actions on ideal and real structures 188
A turbulence model based on principal components 184
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 182
A critical analysis of simplified procedures for footbridges’ serviceability assessment 174
A loading model for the interpretation of lateral vibrations of flexible footbridges 171
Analytical methods for estimating the gust-excited response of cantilever vertical structures 169
Proper Orthogonal Decomposition in wind engineering. Part 1: A state-of-the-art and some prospects 166
Equivalent spectral model for pedestrian-induced forces on Footbridges: A generalized formulation 166
Human-structure interaction in pedestrian bridges: A probabilistic approach 166
Generalized Equivalent Spectral Model for Serviceability Analysis of Footbridges 165
Alongwind dynamic response of slender vertical structures: thunderstorm outflows vs extra-tropical cyclones 165
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 162
Aeroelastic stability and wind-excited response of complex lighting poles and antenna masts 160
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 157
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 154
Experimental investigation of the aeroelastic behavior of a complex prismatic element 154
Aeroelastic behavior of complex lighting poles and antenna masts 153
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 152
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 151
Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges 148
Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 147
Human-Induced Vibrations on Two Lively Footbridges in Milan 146
Seismic Response of Multi-supported Structures by Proper Orthogonal Decomposition 145
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 144
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 142
Proper Orthogonal Decomposition in Wind Engineering: Part 2: Theoretical Aspects and Some Applications 140
Turbulence effects on lateral galloping of prismatic structures 140
Closed form solution for the principal representation of turbulence fields 140
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 140
Fatigue life assessment of a slender lightning rod due to wind excited vibrations 138
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 138
Vibration serviceability of footbridges: a closed-form solution 138
Probabilistic analysis of human-structure interaction in the vertical direction for pedestrian bridges 138
Passive control of human-induced footbridge vibrations 137
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 135
null 131
Aerodynamic admittance functions of bridge deck sections by CWE 129
A spectral model for pedestrian loading of footbridges 129
Dynamic approach to the wind loading of structures: Alongwind, crosswind and torsional response 126
3-D simulation of turbulence fields based on turbulence principal components 126
Wind Actions on Long-Span Bridges 125
Digital simulation of 3-D turbulence fields by Proper Orthogonal Decomposition 125
Time varying mean extraction for stationary and nonstationary winds 124
Aerodynamic admittance functions of bridge deck sections by CWE 122
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 121
An extended spectral approach for the vibration serviceability assessment of footbridges 121
Uncertainty propagation in the serviceability assessment of footbridges 121
The role of walking parameter variability in serviceability assessment of footbridges 118
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 118
"Modelling solutions for the linear dynamics of coupled TMD-bridge systems" 117
Double Modal Transformation and effective wind actions on structures 116
Valutazione probabilistica dei venti intensi lungo le linee ferroviarie AV/AC italiane 114
Experimental Simulation of Thunderstorm Profiles in an Atmospheric Boundary Layer Wind Tunnel 114
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 113
Lighter Structures. Design and Check of behaviour by testing 111
Aerodynamic admittance functions of streamlined bodies: the indicial approach by CWE 109
Wind-induced instability of complex lighting poles and antenna masts: static and aeroelastic experimental study 109
null 108
Numerical simulation of turbulent wind fields at airports in complex terrain 108
Human-induced vibrations of floors: A probabilistic approach 107
Principal representation of turbulence fields: a double POD procedure 107
Double Modal Transformation and effective turbulence for the gust buffeting of long-span bridges 106
Gust buffeting of long-span bridges by Double Modal Transformation 105
Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows 105
Effective wind actions on structures 104
Risposta all’azione del vento di ponti di grande luce: Doppia trasformazione modale e turbolenza efficace 103
Galloping of slender tower buildings based on a shear-shear torsional equivalent beam model 103
Thunderstorm gust response factor: A closed-form solution 100
Ponti Pedonali - Valutazione delle vibrazioni indotte dall'uomo 100
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 99
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 99
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach 97
Uncertainty propagation in serviceability assessment of footbridges 94
Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows 93
Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads 93
Buffeting forces on long span bridges 93
Thunderstorm gust response factor: General tendencies and sensitivity analysis 91
Imprecise model of thunderstorm wind speed and uncertainty propagation on the maximum dynamic response 88
Effetti della variazione spaziale del moto sismico sulla risposta dinamica delle strutture 87
Fractional-order filter approximations for efficient stochastic response determination of wind-excited linear structural systems 84
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 80
Interval serviceability assessment of footbridges 79
Serviceability Assessment of Footbridges Via Improved Interval Analysis 74
Gust Factor of the Alongwind Response of Structures Subjected to Thunderstorm Outflows 72
POD methods and applications in wind engineering 69
Dynamic response of floors induced by a single walking pedestrian including walking path variability 68
Vibration Serviceability Assessment of a Historic Suspension Footbridge 64
Numerical validation of the generalized equivalent spectral model through crowd dynamics simulations 59
Seismic response of multi-supported structures by proper orthogonal decomposition 58
Double Proper Orthogonal decomposition for representing and simulating turbulence fields 56
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge 50
Experimental Evaluation of the Aerodynamic Coefficients of an Antenna Mast by Wind Tunnel Tests 43
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbridge 40
Human-induced loading due to bidirectional pedestrian traffic 35
Experimental validation of crowd-induced loading on footbridges 22
Totale 11.807
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Categoria #
all - tutte 37.709
article - articoli 18.139
book - libri 375
conference - conferenze 17.237
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.958
Totale 75.418
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022829 0 0 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
2026/2027531 307 81 143 0 0 0 0 0 0 0 0 0
Totale 11.807