ROCCHI, DANIELE
 Distribuzione geografica
Continente #
NA - Nord America 8.668
EU - Europa 5.677
AS - Asia 2.184
SA - Sud America 46
AF - Africa 43
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 7
Totale 16.643
Nazione #
US - Stati Uniti d'America 8.288
IT - Italia 2.496
CN - Cina 869
DE - Germania 596
GB - Regno Unito 492
UA - Ucraina 440
SG - Singapore 416
CA - Canada 371
AT - Austria 343
VN - Vietnam 332
SE - Svezia 286
FI - Finlandia 233
IE - Irlanda 183
ES - Italia 140
HK - Hong Kong 132
FR - Francia 101
JP - Giappone 99
IN - India 74
CH - Svizzera 57
TW - Taiwan 56
BE - Belgio 50
TR - Turchia 49
NL - Olanda 46
KR - Corea 44
PL - Polonia 39
ID - Indonesia 33
NO - Norvegia 32
PT - Portogallo 31
RO - Romania 31
RU - Federazione Russa 26
IR - Iran 21
JO - Giordania 20
CI - Costa d'Avorio 19
AU - Australia 17
DK - Danimarca 15
BR - Brasile 14
CL - Cile 11
BJ - Benin 8
MX - Messico 8
CO - Colombia 7
CZ - Repubblica Ceca 7
EU - Europa 7
GR - Grecia 7
PE - Perù 7
MU - Mauritius 6
PK - Pakistan 6
QA - Qatar 6
HU - Ungheria 5
LV - Lettonia 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
AR - Argentina 4
PH - Filippine 4
SI - Slovenia 4
BD - Bangladesh 3
BG - Bulgaria 3
EG - Egitto 3
KZ - Kazakistan 3
MY - Malesia 3
NP - Nepal 3
TH - Thailandia 3
DZ - Algeria 2
EC - Ecuador 2
KE - Kenya 2
MC - Monaco 2
ZA - Sudafrica 2
CR - Costa Rica 1
EE - Estonia 1
HR - Croazia 1
IL - Israele 1
KG - Kirghizistan 1
LK - Sri Lanka 1
MA - Marocco 1
MN - Mongolia 1
NZ - Nuova Zelanda 1
PY - Paraguay 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 16.643
Città #
Woodbridge 792
Fairfield 769
Chandler 736
Milan 546
Wilmington 544
Ashburn 540
Houston 519
Ann Arbor 483
Vienna 338
Seattle 311
Singapore 269
Boardman 252
Jacksonville 250
Cambridge 243
Santa Clara 240
Mcallen 233
Dearborn 229
Munich 215
Beijing 210
Montréal 208
Dong Ket 173
Lawrence 166
Dublin 152
Ottawa 114
Medford 104
Redwood City 94
Princeton 78
Helsinki 75
Shanghai 75
Rome 69
Las Vegas 64
Chengdu 60
Zhengzhou 59
San Diego 58
Turin 57
Changsha 56
Des Moines 55
Redmond 54
Central 49
Málaga 44
Madrid 42
Tokyo 36
Brussels 34
Berlin 33
Norwalk 32
Jakarta 31
Guangzhou 30
Hangzhou 30
London 28
Florence 27
Falkenstein 26
Warsaw 24
Amsterdam 22
Chongqing 22
Bologna 21
Amman 20
Duncan 20
Grandate 20
Washington 20
Abidjan 19
Corpus Christi 19
Neihu District 19
Central District 18
Istanbul 18
Menlo Park 18
New York 18
Auburn Hills 16
Sandefjord 16
Vigo 16
Weimar 16
Bern 15
Hong Kong 15
Los Angeles 15
Tappahannock 15
Jinan 14
Naples 14
Genoa 13
Hefei 13
Porto 13
Shenzhen 13
Västerås 13
Belvedere Spinello 12
Seoul 12
Verona 12
Azzate 11
Catania 11
Eau Claire 11
Fremont 11
Manchester 11
North York 11
Taipei 11
Valdosta 11
Bergamo 10
Birmingham 10
Como 10
Dallas 10
Kisa 10
Mountain View 10
Palermo 10
Artogne 9
Totale 10.650
Nome #
Unsteady aerodynamic forces on a railway pantograph and their influence on pantograph-catenary dynamic interaction 955
Il modello aeroelastico del Ponte sullo Stretto di Messina: progettazione e verifica sperimentale. 715
Aerodynamic hysteresis: wind tunnel tests and numerical implementation of a fully non linear model for the bridge aeroelastic forces 197
Effects of the yaw angle on the aerodynamic behaviour of the Messina multi-box girder deck section 196
High-speed train crosswind analysis: CFD study and validation with wind-tunnel tests 184
Assessing Aerodynamic Effects on a Railway Pantograph by means of Computational Fluid Dynamics 172
Ballast flight under high-speed trains: Wind tunnel full-scale experimental tests 161
Wind tunnel investigation on vortex induced vibration of a long flexible cylinder 157
Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment 151
Wind effects induced by high speed train pass-by in open air 151
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 150
Cross wind and rollover risk on lightweight railway vehicles 146
Comparison between steady and moving railway vehicles subjected to crosswind by CFD analysis 146
Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces 143
Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment 143
Sensitivity analysis on the effects of different aerodynamic devices on the behaviour of a bridge deck 142
Flutter derivatives identification on a very large scale aeroelastic deck model 142
Procedure to assess the role of railway pantograph components in generating the aerodynamic uplift 136
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis 135
Steady and moving high-speed train crosswind simulations. Comparison with wind-tunnel tests 133
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 133
Aerodynamic Study on a Heavy Truck Passing by a Bridge Pylon under Crosswinds Using CFD 133
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 130
Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling 129
Measurement of the aerodynamic features of the ETR1000-V300Zefiro high-speed train 129
Comparison between train-tunnel pressure signatures single unit vs double unit 129
A numerical-experimental methodology for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower under cross wind 126
Wind tunnel: a fundamental tool for long-span bridge design 126
A new numerical approach to reproduce bridge aerodynamic non linearities in time domain 123
Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement 123
Cross wind and rollover risk on lightweight railway vehicles 121
Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge 120
A new approach to model the aeroelastic response of bridges in time domain by means of a rheological model 117
Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel 115
Computational fluid dynamics as a means of assessing the influence of aerodynamic forces on the mean contact force acting on a pantograph 114
Numerical and Experimental Analysis of the Pressure Signature for different High-Speed Trains 112
A new numerical approach to reproduce bridge aerodynamic non-linearities in time domain 110
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics 109
Aerodynamic loads in open air of high speed trains: Analysis of experimental data 108
Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties 105
A Computational fluid dynamics study on the relative motion effects for high speed train crosswind assessment 105
Neural network algorithm for evaluating wind velocity from pressure measurements performed on a train's surface 105
A numerical and experimental investigation on aerodynamic non linearities in bridge response to turbulent wind 105
Dynamic Response of Vehicle-Driver Couple to the Aerodynamic Loads due to the Crossing of a Bridge Tower Wake 105
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test -- Step 1.2 105
A new methodology for assessing the actual number of impacts due to the ballast-lifting phenomenon 104
Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridges 104
Experimental and numerical study of the flow around a low rise building 103
Aerodynamic behaviour investigation of the new EMUV250 train to cross wind 103
Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals 102
An experimental and numerical approach to consider vortex induced vibrations in bridge aerodynamics 102
Cross Wind effects on road and rail vehicles 102
Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method 102
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models 101
Analysis of Aerodynamic Indices for Racing Sailing Yachts: a Computational Study and Benchmark on up to 128 CPUs. 100
IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics 100
CFD Modeling of Flow Induced Vibration on a Mobile Cylinder for a 30 K-60 K Reynolds Number Comparison Between Simulation and Experimental Results 97
Wind effects on suspension bridges: the case of the Messina strait bridge 97
Pantograph aerodynamics effects on the pantograph-catenary interaction 96
Active damping for wind-tunnel aeroelastic models of large civil structures 93
Simplified estimation of the train resistance parameters: full scale experimental tests and analysis 93
Wind tunnel investigation on wake effects of a wind turbine 93
Super-long bridges with floating towers: The role of multi-box decks and Hardware-In-the-Loop technology for wind tunnel tests 92
An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections 91
Evaluation of the cross wind velocity through pressure measurements on train surface 91
A new stochastic approach for the regulation of the train velocity in presence of cross wind: an application on the Rome-Naples high-speed line 90
Research on the aerostatic characteristics of bridge deck based on OpenFOAM 90
A Multicamera Displacement Measuring System for Boundary Layer Wind Tunnel Tests 89
Comparison of different approaches for analysing cross-wind effects on high sided vehicles passing by a bridge tower 89
On the vortex shedding forcing on suspension bridge deck 87
Numerical and experimental investigation on a maritime radar scanner 87
Wind tunnel tests and numerical approach for long span bridges: The Messina bridge 87
Cross wind effects on a vehicle crossing the wake of a bridge pylon 86
Active damping devices for aeroelastic models 86
Wind tunnel tests on train scale models to investigate the effect of infrastructure scenario 86
Correlation of car-body vibration and train overturning under strong wind conditions 84
Fasi di costruzione di un ponte sospeso: l'ausilio delle prove in galleria del vento 83
Ballast flight under high-speed trains: full-scale experimental tests 82
An experimental and numerical investigation on the aerodynamic response of a 1:300 full aeroelastic model of the Messina bridge 81
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 81
Peculiar aerodynamic advantages and problems of twin-box girder decks for long span crossings 81
Safety investigation on rail and road vehicles exposed to cross-wind: wind tunnel tests and multi-body simulations 80
Wind tunnel investigation on aeroelastic behaviour of rigidly coupled cylinders 79
Aeroelastic Stability and Wind Loads on the Design of a Glued Laminated Timber Footbridge 79
AERODYNAMIC SENSITIVITY ANALYSIS OF THE NEW EMUV250 TRAIN TO CROSS WIND USING WIND TUNNEL TESTS AND CFD ANALYSIS 79
Full-Scale Experimental Investigation of the Interaction between Trains and Tunnels 79
Numerical-experimental study on flying ballast caused by high speed trains 79
An experimental device to investigate aerodynamics non linearities in bridge response to turbulent wind 78
Wind tunnel tests on train scale models to investigate the effect of infrastructure scenario 78
Analisi sperimentale del comportamento statico e dinamico del "tappeto volante" investito da vento turbolento 76
A multicamera displacement measurement system for wind engineering testing 76
Wind tunnel tests on the roof of the new Turin stadium 76
A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower 75
Wind effects on a pedestrian arch bridge with complex shape 75
Investigation of vortex-induced vibrations of the Ewijk Bridge during different stages of refurbishment 74
Methodologies for assessing trains CWC through time-domain multibody simulations 74
Evaluation of aerodynamic effects on pantograph contact force by means of Computational Fluid Dynamics 74
Azioni ed effetti del vento sulla copertura dello stadio di Braga: prove in galleria del vento su modello aeroelastico 73
Investigation on airflow and temperature distribution in single-span greenhouses with new asymmetric vent openings using CFD 73
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 71
Totale 12.175
Categoria #
all - tutte 50.794
article - articoli 17.990
book - libri 0
conference - conferenze 31.728
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.076
Totale 101.588


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.794 0 0 0 0 0 329 318 208 327 170 329 113
2020/20212.077 146 76 158 92 172 122 178 149 110 292 158 424
2021/20221.897 80 231 166 153 294 70 84 161 120 95 149 294
2022/20232.314 234 134 126 197 287 282 46 159 352 157 210 130
2023/20241.722 132 250 132 169 123 205 107 131 63 122 53 235
2024/20251.321 80 251 115 141 495 239 0 0 0 0 0 0
Totale 17.087