ARGENTINI, TOMMASO
 Distribuzione geografica
Continente #
NA - Nord America 6.642
EU - Europa 4.761
AS - Asia 4.270
SA - Sud America 870
AF - Africa 157
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 5
Totale 16.718
Nazione #
US - Stati Uniti d'America 6.464
RU - Federazione Russa 1.833
SG - Singapore 1.220
IT - Italia 1.214
CN - Cina 1.179
VN - Vietnam 727
BR - Brasile 708
DE - Germania 258
KR - Corea 248
FR - Francia 212
JP - Giappone 201
AT - Austria 200
GB - Regno Unito 192
HK - Hong Kong 152
FI - Finlandia 124
SE - Svezia 123
UA - Ucraina 117
CA - Canada 112
IN - India 106
NL - Olanda 101
ES - Italia 80
IE - Irlanda 79
ID - Indonesia 72
TW - Taiwan 71
TR - Turchia 61
AR - Argentina 57
PL - Polonia 55
MA - Marocco 54
MX - Messico 45
BD - Bangladesh 39
BE - Belgio 35
IQ - Iraq 31
CI - Costa d'Avorio 25
PK - Pakistan 23
NO - Norvegia 22
EC - Ecuador 20
RO - Romania 20
PH - Filippine 19
PE - Perù 18
VE - Venezuela 18
ZA - Sudafrica 18
CL - Cile 17
CH - Svizzera 16
NP - Nepal 16
CO - Colombia 15
JO - Giordania 14
DZ - Algeria 12
UZ - Uzbekistan 12
AU - Australia 11
TN - Tunisia 11
AZ - Azerbaigian 10
BJ - Benin 10
DK - Danimarca 10
AL - Albania 9
KE - Kenya 9
PY - Paraguay 9
CZ - Repubblica Ceca 7
LT - Lituania 7
PT - Portogallo 7
EG - Egitto 6
GR - Grecia 6
KZ - Kazakistan 6
MY - Malesia 6
TH - Thailandia 6
EE - Estonia 5
IL - Israele 5
IR - Iran 5
JM - Giamaica 5
KG - Kirghizistan 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
AE - Emirati Arabi Uniti 4
BG - Bulgaria 4
BO - Bolivia 4
DO - Repubblica Dominicana 4
OM - Oman 4
QA - Qatar 4
SA - Arabia Saudita 4
SI - Slovenia 4
BA - Bosnia-Erzegovina 3
EU - Europa 3
GE - Georgia 3
LK - Sri Lanka 3
LV - Lettonia 3
PA - Panama 3
UY - Uruguay 3
BY - Bielorussia 2
CR - Costa Rica 2
KW - Kuwait 2
LB - Libano 2
MD - Moldavia 2
MK - Macedonia 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
TM - Turkmenistan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
AO - Angola 1
BF - Burkina Faso 1
BH - Bahrain 1
Totale 16.697
Città #
Ashburn 922
Singapore 703
San Jose 573
Fairfield 426
Woodbridge 363
Milan 360
Chandler 345
Dallas 243
Wilmington 241
Seoul 228
Houston 225
Hefei 224
Ann Arbor 222
Moscow 221
Ho Chi Minh City 200
Vienna 189
Santa Clara 183
Council Bluffs 169
Seattle 168
The Dalles 168
Tokyo 163
Hanoi 137
Beijing 136
Cambridge 136
Los Angeles 119
Boardman 112
Lauterbourg 103
Hong Kong 89
Dublin 78
Dong Ket 76
Las Vegas 67
North Charleston 66
Dearborn 63
Shanghai 63
São Paulo 62
Jacksonville 61
Lawrence 61
Ottawa 53
Frankfurt am Main 52
Helsinki 51
Medford 50
Rome 49
Redwood City 48
Buffalo 45
Jakarta 45
New York 42
Zhengzhou 42
Redmond 40
Warsaw 40
Neihu District 39
Orem 37
Changsha 35
Amsterdam 34
London 33
San Diego 32
Da Nang 31
Rio de Janeiro 30
Brussels 29
Guangzhou 29
Chongqing 26
Nuremberg 26
Denver 25
Des Moines 25
Kent 25
Casablanca 24
Princeton 24
Kenitra 23
Abidjan 22
Phoenix 22
Taipei 22
Chengdu 20
Chennai 20
Corpus Christi 19
Düsseldorf 19
Haiphong 19
Montreal 19
Málaga 19
Chicago 18
Brasília 17
Brooklyn 17
Curitiba 17
Manchester 17
Turin 17
Istanbul 15
Tianjin 15
Washington 15
Baghdad 14
Berlin 14
Genoa 14
Madrid 14
Munich 14
Sandefjord 14
Amman 13
Basingstoke 13
Buenos Aires 13
Can Tho 13
Cornegliano Laudense 13
Florence 13
Lappeenranta 13
Mumbai 13
Totale 9.586
Nome #
Aerodynamic hysteresis: wind tunnel tests and numerical implementation of a fully non linear model for the bridge aeroelastic forces 297
A Closed-Form Optimal Tuning of Mass Dampers for One Degree-of-Freedom Systems Under Rotating Unbalance Forcing 286
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 278
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis 262
Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment 252
Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment 243
A Dynamic Model for Truck-Induced Vibrations on a Cable-Stayed Bridge 240
Wind Resistant Design of a Very Large Observation Wheel 233
Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces 232
A numerical characterization of the attractor for a fluid-structure interaction problem 225
Dynamic absorbers for rotating machinery 222
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 219
Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling 217
Innovative designs for the suspension system of horizontal-axis washing machines: Secondary suspensions and tuned mass dampers 217
Aeroelastic stability of a twin-box deck: Comparison of different procedures to assess the effect of geometric details 213
Flutter derivatives identification on a very large scale aeroelastic deck model 205
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 204
Measurement of the aerodynamic features of the ETR1000-V300Zefiro high-speed train 196
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics 196
Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement 195
Equivalent oscillator approach to model vortex induced vibrations on a circular cylinder 194
Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals 192
New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics 191
Advances in the application of the Principal Static Wind Loads: A large-span roof case 190
Active damping devices for aeroelastic models 189
THIRD BOSPORUS BRIDGE AERODYNAMICS: SECTIONAL AND FULL-AEROELASTIC MODEL TESTING 187
Wind induced vibrations of a high tapered obelisk: Wind tunnel tests, numerical analysis and design of countermeasures 187
Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel 187
A numerical approach for the assessment of crosswind effects on barrier-protected trains running on bridges 186
Fasi di costruzione di un ponte sospeso: l'ausilio delle prove in galleria del vento 185
Aerodynamic Tailoring of a Bluff Deck Section Subjected to Inclined Winds Due to the Complex Orography of the Construction Site 184
Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method 179
IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics 173
A nonlinear approach for the simulation of the buffeting response of long span bridges under non-synoptic storm winds 170
Modal identification of a cable-stayed bridge by means of truck induced vibrations 169
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 168
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test -- Step 1.2 164
A non-linear approach to compute the aeroelastic response of a long-span bridge subjected to a non-synoptic wind 164
Numerical simulation of the aeroelastic response of along-span bridge subjected to different non-synoptic windscenarios 163
Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties 163
Optimization of the equivalent oscillator for VIV modelling 162
Wind induced vibrations on large observation wheels 161
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 158
Full-Scale Experimental Investigation of the Interaction between Trains and Tunnels 158
A simplified approach to assess dynamic amplification due to accidental release of formwork traveller during the construction stages of bridges 158
An overview of the Julsundet Bridge aerodynamic design 156
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 156
Aerodynamic performance of the Julsund bridge deck 154
Indirect assessment of tension force in cables equipped with TMDs 151
Multi-scale methodology to assess wind loads on building louvers 149
An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections 148
Peculiar aerodynamic advantages and problems of twin-box girder decks for long span crossings 148
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 147
Wind loading on trees integrated with a building envelope 145
Solar trackers analysis: a case study to evaluate aeroelastic effects inside a photovoltaic park array 144
Investigation of vortex-induced vibrations of the Ewijk Bridge during different stages of refurbishment 144
Cross wind effects on a vehicle crossing the wake of a bridge pylon 144
An Active Turbulence Generator based on the Vortex Method for Simulation of a Complex Aerodynamic Admittance for Bridge Decks 144
A framework for fatigue damage estimate in single-axis solar trackers 143
Research on the aerostatic characteristics of bridge deck based on OpenFOAM 143
IABSE Task Group 3.1 Benchmark Results. Numerical Full Bridge Stability and Buffeting Simulations 141
Third Bosporus Bridge Aerodynamics: Sectional and Full-Aeroelastic Model Testing 141
Super-long bridges with floating towers: The role of multi-box decks and Hardware-In-the-Loop technology for wind tunnel tests 141
Experimental wind tunnel tests and numerical analysis of the aerodynamic behaviour of a high tapered obelisk 141
Wind-induced vibrations of the stay-cables of a roundabout flyover: assessment, repair, and countermeasures 139
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models 137
Experimental and numerical aerodynamic optimization of a post-tensioned concrete railway bridge in tandem arrangement with a truss road bridge 136
Parametric evaluation of the wind induced response in photovoltaic solar trackers using a simplified equivalent wind loads approach 135
Experimental characterization of the vibro-acoustic behaviour of a washing machine 135
Wind effects on a pedestrian arch bridge with complex shape 134
A topographic study for Julsundet Bridge Project 133
On a numerical model of a complete washing machine 132
Comparisons between wind tunnel tests on a full aerolastic model and numerical results of the Izmit Bay Bridge 130
Aeroelastic Response of a Large Suspension Roof: Wind Tunnel Tests and Numerical Simulations 129
Cross-sectional variations and their impact on drag and vortex-induced vibrations in bridge hangers 129
Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel 127
Key parameters influencing wind-induced aeroelastic responses of single-axis solar trackers in photovoltaic plants 123
Experimental and numerical analysis of the dynamic response of cable-stayed bridge: vortex induced vibrations and buffeting effects 122
Nonlinear modelling of aerodynamic self-excited forces: An experimental study 122
Full-scale experimental study on the new Italian high-speed train aerodynamics: on board and trackside measurements 121
Flutter stability of a single-box deck: effect of geometry details and external factors on the critical wind speed 119
Aerodynamic instability of a deck section model: linear and non-linear approach to force modelling 119
Modal identification of stays and deck of a cable-stayed bridge 118
Experimental and numerical aerodynamic analysis of a concrete railway bridge in tandem arrangement with a truss road bridge 118
Cross wind effects on a heavy vehicle running on a bridge deck 118
Regularised Volterra series models for modelling of nonlinear self-excited forces on bridge decks 117
Insights into the nose-up effect on the Çanakkale twin-box bridge deck based on CFD simulations 115
The Vertical Forest: Wind Loads on Trees, Pedestrian Comfort, and Net Pressure Distributions on Facades 115
Challenges in simulating the wind field for full bridge buffeting response to non-synoptic winds 113
Experimental evaluation of Hovenring bridge stay-cable vibration 113
BUFFETING RESPONSE OF THE IZMIT BAY BRIDGE: NUMERICAL AND EXPERIMENTAL RESULTS 113
Overview of current methodologies for photovoltaic trackers park analysis 111
Bridge aeroelasticity: Present and Future Challenges 110
Experimental investigation of low-frequency turbulence effects on the aeroelastic response of model-scale long span bridge 106
Wind induced vibrations on a pedestrian arch bridge: wind tunnel tests on rigid and sectional models 106
An overview of the aerodynamic design of the Julsundet bridge towers 105
Investigation of Laguerre expansion basis for modelling of bridge aeroelastic forces 100
Design of a wind tunnel sectional model for skew wind buffeting analysis 98
Feasibility study of wind tunnel aeroelastic tests on bridges with floating towers 97
Super-long bridges with floating towers: feasibility study of aeroelastic tests with Hardware-In-the-Loop technology for modelling the hydrodynamic effects 96
Totale 16.085
Categoria #
all - tutte 45.867
article - articoli 16.647
book - libri 0
conference - conferenze 28.228
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 992
Totale 91.734


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021359 0 0 0 0 0 0 0 0 0 125 63 171
2021/2022890 27 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
2025/20268.302 1.501 1.512 667 724 520 438 1.389 429 450 672 0 0
Totale 17.000