ARGENTINI, TOMMASO
 Distribuzione geografica
Continente #
NA - Nord America 7.717
EU - Europa 5.214
AS - Asia 4.324
SA - Sud America 888
Continente sconosciuto - Info sul continente non disponibili 290
AF - Africa 159
OC - Oceania 13
Totale 18.605
Nazione #
US - Stati Uniti d'America 7.487
RU - Federazione Russa 1.833
IT - Italia 1.627
SG - Singapore 1.223
CN - Cina 1.186
VN - Vietnam 754
BR - Brasile 715
DE - Germania 259
KR - Corea 248
FR - Francia 214
JP - Giappone 202
AT - Austria 201
GB - Regno Unito 195
HK - Hong Kong 158
CA - Canada 133
FI - Finlandia 124
SE - Svezia 124
UA - Ucraina 118
IN - India 108
NL - Olanda 107
ES - Italia 85
IE - Irlanda 79
TW - Taiwan 74
ID - Indonesia 73
TR - Turchia 61
AR - Argentina 59
PL - Polonia 59
MA - Marocco 54
MX - Messico 46
BD - Bangladesh 42
BE - Belgio 35
IQ - Iraq 31
CI - Costa d'Avorio 25
NO - Norvegia 24
EC - Ecuador 23
PK - Pakistan 23
RO - Romania 20
PH - Filippine 19
CL - Cile 18
CO - Colombia 18
DK - Danimarca 18
PE - Perù 18
VE - Venezuela 18
ZA - Sudafrica 18
CH - Svizzera 16
NP - Nepal 16
JM - Giamaica 14
JO - Giordania 14
DZ - Algeria 12
UZ - Uzbekistan 12
AL - Albania 11
AU - Australia 11
PY - Paraguay 11
TN - Tunisia 11
AZ - Azerbaigian 10
BJ - Benin 10
CR - Costa Rica 10
KE - Kenya 9
CZ - Repubblica Ceca 7
LT - Lituania 7
PT - Portogallo 7
TH - Thailandia 7
BG - Bulgaria 6
EG - Egitto 6
GR - Grecia 6
KZ - Kazakistan 6
MY - Malesia 6
EE - Estonia 5
IL - Israele 5
IR - Iran 5
KG - Kirghizistan 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
AE - Emirati Arabi Uniti 4
BO - Bolivia 4
DO - Repubblica Dominicana 4
NI - Nicaragua 4
OM - Oman 4
QA - Qatar 4
SA - Arabia Saudita 4
SI - Slovenia 4
BA - Bosnia-Erzegovina 3
EU - Europa 3
GE - Georgia 3
HN - Honduras 3
LK - Sri Lanka 3
LV - Lettonia 3
MD - Moldavia 3
PA - Panama 3
PR - Porto Rico 3
UY - Uruguay 3
BY - Bielorussia 2
CD - Congo 2
HU - Ungheria 2
KW - Kuwait 2
LB - Libano 2
MK - Macedonia 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
SV - El Salvador 2
Totale 18.291
Città #
Ashburn 1.011
Singapore 705
San Jose 620
Milan 533
Fairfield 426
Woodbridge 364
Chandler 345
Dallas 248
Council Bluffs 247
Wilmington 241
Houston 231
Seoul 228
Hefei 224
Ann Arbor 222
Moscow 221
Ho Chi Minh City 210
Santa Clara 197
Vienna 189
Seattle 172
The Dalles 171
Tokyo 163
Boardman 153
Hanoi 146
Beijing 142
Cambridge 137
Los Angeles 131
Lauterbourg 103
Hong Kong 94
Rome 89
Dublin 78
Dong Ket 76
Las Vegas 71
Jacksonville 67
North Charleston 66
Dearborn 63
Shanghai 63
São Paulo 62
Lawrence 61
New York 61
Ottawa 54
Frankfurt am Main 52
Helsinki 51
Medford 51
Buffalo 48
Redwood City 48
Jakarta 45
Warsaw 43
Zhengzhou 42
Redmond 40
Neihu District 39
Orem 38
London 36
Changsha 35
Amsterdam 34
Phoenix 34
Da Nang 33
San Diego 33
Rio de Janeiro 30
Brussels 29
Guangzhou 29
Des Moines 28
Chicago 27
Denver 27
Chongqing 26
Kent 26
Nuremberg 26
Turin 26
Casablanca 24
Princeton 24
Kenitra 23
Abidjan 22
Taipei 22
Brooklyn 21
Montreal 21
Chengdu 20
Chennai 20
Corpus Christi 19
Düsseldorf 19
Florence 19
Haiphong 19
Málaga 19
Atlanta 18
Curitiba 18
Bologna 17
Brasília 17
Genoa 17
Manchester 17
Madrid 16
Naples 16
Springfield 16
Washington 16
Istanbul 15
Tianjin 15
Baghdad 14
Berlin 14
Munich 14
San Francisco 14
Sandefjord 14
Amman 13
Basingstoke 13
Totale 10.247
Nome #
Wind Resistant Design of a Very Large Observation Wheel 439
Aerodynamic hysteresis: wind tunnel tests and numerical implementation of a fully non linear model for the bridge aeroelastic forces 304
A Closed-Form Optimal Tuning of Mass Dampers for One Degree-of-Freedom Systems Under Rotating Unbalance Forcing 295
A new methodology for the assessment of the running resistance of trains without knowing the characteristics of the track: Application to full-scale experimental data 291
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis 271
Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment 261
Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment 255
Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces 246
A Dynamic Model for Truck-Induced Vibrations on a Cable-Stayed Bridge 245
A numerical characterization of the attractor for a fluid-structure interaction problem 238
Innovative designs for the suspension system of horizontal-axis washing machines: Secondary suspensions and tuned mass dampers 235
Dynamic absorbers for rotating machinery 234
Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling 231
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 228
Aeroelastic stability of a twin-box deck: Comparison of different procedures to assess the effect of geometric details 226
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 216
Flutter derivatives identification on a very large scale aeroelastic deck model 213
New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics 212
Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement 208
Advances in the application of the Principal Static Wind Loads: A large-span roof case 208
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics 207
Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals 206
Measurement of the aerodynamic features of the ETR1000-V300Zefiro high-speed train 206
Equivalent oscillator approach to model vortex induced vibrations on a circular cylinder 205
A numerical approach for the assessment of crosswind effects on barrier-protected trains running on bridges 199
Wind induced vibrations of a high tapered obelisk: Wind tunnel tests, numerical analysis and design of countermeasures 197
Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel 197
THIRD BOSPORUS BRIDGE AERODYNAMICS: SECTIONAL AND FULL-AEROELASTIC MODEL TESTING 196
Active damping devices for aeroelastic models 196
Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method 194
Aerodynamic Tailoring of a Bluff Deck Section Subjected to Inclined Winds Due to the Complex Orography of the Construction Site 192
Optimization of the equivalent oscillator for VIV modelling 191
Numerical simulation of the aeroelastic response of along-span bridge subjected to different non-synoptic windscenarios 188
Fasi di costruzione di un ponte sospeso: l'ausilio delle prove in galleria del vento 187
A non-linear approach to compute the aeroelastic response of a long-span bridge subjected to a non-synoptic wind 185
A nonlinear approach for the simulation of the buffeting response of long span bridges under non-synoptic storm winds 184
IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics 179
A simplified approach to assess dynamic amplification due to accidental release of formwork traveller during the construction stages of bridges 179
An overview of the Julsundet Bridge aerodynamic design 176
Modal identification of a cable-stayed bridge by means of truck induced vibrations 175
Wind induced vibrations on large observation wheels 173
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 171
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 170
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test -- Step 1.2 169
Full-Scale Experimental Investigation of the Interaction between Trains and Tunnels 169
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models 166
Solar trackers analysis: a case study to evaluate aeroelastic effects inside a photovoltaic park array 165
Aerodynamic performance of the Julsund bridge deck 164
Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties 164
A framework for fatigue damage estimate in single-axis solar trackers 161
Indirect assessment of tension force in cables equipped with TMDs 161
Cross wind effects on a vehicle crossing the wake of a bridge pylon 161
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 161
Multi-scale methodology to assess wind loads on building louvers 160
Peculiar aerodynamic advantages and problems of twin-box girder decks for long span crossings 158
IABSE Task Group 3.1 Benchmark Results. Numerical Full Bridge Stability and Buffeting Simulations 157
Third Bosporus Bridge Aerodynamics: Sectional and Full-Aeroelastic Model Testing 155
An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections 154
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 154
An Active Turbulence Generator based on the Vortex Method for Simulation of a Complex Aerodynamic Admittance for Bridge Decks 154
Cross-sectional variations and their impact on drag and vortex-induced vibrations in bridge hangers 152
Wind loading on trees integrated with a building envelope 152
Research on the aerostatic characteristics of bridge deck based on OpenFOAM 151
Super-long bridges with floating towers: The role of multi-box decks and Hardware-In-the-Loop technology for wind tunnel tests 151
A topographic study for Julsundet Bridge Project 150
Investigation of vortex-induced vibrations of the Ewijk Bridge during different stages of refurbishment 150
Wind-induced vibrations of the stay-cables of a roundabout flyover: assessment, repair, and countermeasures 149
Parametric evaluation of the wind induced response in photovoltaic solar trackers using a simplified equivalent wind loads approach 147
Aeroelastic Response of a Large Suspension Roof: Wind Tunnel Tests and Numerical Simulations 146
Experimental wind tunnel tests and numerical analysis of the aerodynamic behaviour of a high tapered obelisk 146
On a numerical model of a complete washing machine 144
Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel 141
Key parameters influencing wind-induced aeroelastic responses of single-axis solar trackers in photovoltaic plants 141
Experimental characterization of the vibro-acoustic behaviour of a washing machine 141
Wind effects on a pedestrian arch bridge with complex shape 140
Experimental and numerical aerodynamic optimization of a post-tensioned concrete railway bridge in tandem arrangement with a truss road bridge 138
Comparisons between wind tunnel tests on a full aerolastic model and numerical results of the Izmit Bay Bridge 136
Challenges in simulating the wind field for full bridge buffeting response to non-synoptic winds 135
Regularised Volterra series models for modelling of nonlinear self-excited forces on bridge decks 135
BUFFETING RESPONSE OF THE IZMIT BAY BRIDGE: NUMERICAL AND EXPERIMENTAL RESULTS 134
Insights into the nose-up effect on the Çanakkale twin-box bridge deck based on CFD simulations 133
Full-scale experimental study on the new Italian high-speed train aerodynamics: on board and trackside measurements 133
Nonlinear modelling of aerodynamic self-excited forces: An experimental study 132
Flutter stability of a single-box deck: effect of geometry details and external factors on the critical wind speed 131
Experimental and numerical analysis of the dynamic response of cable-stayed bridge: vortex induced vibrations and buffeting effects 129
Overview of current methodologies for photovoltaic trackers park analysis 128
Experimental and numerical aerodynamic analysis of a concrete railway bridge in tandem arrangement with a truss road bridge 124
Cross wind effects on a heavy vehicle running on a bridge deck 124
Design of a wind tunnel sectional model for skew wind buffeting analysis 122
The Vertical Forest: Wind Loads on Trees, Pedestrian Comfort, and Net Pressure Distributions on Facades 122
Modal identification of stays and deck of a cable-stayed bridge 122
Bridge aeroelasticity: Present and Future Challenges 122
Experimental evaluation of Hovenring bridge stay-cable vibration 121
Aerodynamic instability of a deck section model: linear and non-linear approach to force modelling 121
An overview of the aerodynamic design of the Julsundet bridge towers 119
Experimental investigation of low-frequency turbulence effects on the aeroelastic response of model-scale long span bridge 118
Investigation of Laguerre expansion basis for modelling of bridge aeroelastic forces 111
Wind induced vibrations on a pedestrian arch bridge: wind tunnel tests on rigid and sectional models 111
The influence of gantry rails on twin-box deck aerodynamics 109
Super-long bridges with floating towers: feasibility study of aeroelastic tests with Hardware-In-the-Loop technology for modelling the hydrodynamic effects 103
Totale 17.456
Categoria #
all - tutte 51.445
article - articoli 18.662
book - libri 61
conference - conferenze 31.609
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.113
Totale 102.890


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022863 0 89 92 111 142 49 48 51 57 50 63 111
2022/20231.040 104 41 63 93 140 143 29 77 153 60 81 56
2023/2024714 57 100 61 88 45 82 37 38 21 65 18 102
2024/20252.184 15 105 61 60 298 173 147 217 326 157 303 322
2025/20269.098 1.501 1.512 667 724 520 438 1.389 429 450 698 261 509
2026/2027809 296 513 0 0 0 0 0 0 0 0 0 0
Totale 18.605