RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

ROCCHI, DANIELE
 Distribuzione geografica
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Continente #
NA - Nord America 14.268
EU - Europa 11.078
AS - Asia 7.479
SA - Sud America 1.431
AF - Africa 205
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 10
Totale 34.497
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Nazione #
US - Stati Uniti d'America 13.686
IT - Italia 3.708
RU - Federazione Russa 3.078
CN - Cina 2.200
SG - Singapore 2.120
VN - Vietnam 1.148
BR - Brasile 1.147
DE - Germania 796
GB - Regno Unito 662
UA - Ucraina 466
CA - Canada 456
FR - Francia 409
KR - Corea 409
AT - Austria 380
JP - Giappone 365
HK - Hong Kong 356
SE - Svezia 311
FI - Finlandia 300
IE - Irlanda 196
IN - India 191
ES - Italia 185
NL - Olanda 161
TW - Taiwan 116
AR - Argentina 96
PL - Polonia 84
TR - Turchia 84
BD - Bangladesh 76
CH - Svizzera 69
ID - Indonesia 65
MA - Marocco 56
MX - Messico 56
IQ - Iraq 55
BE - Belgio 53
EC - Ecuador 49
PK - Pakistan 39
CO - Colombia 37
PT - Portogallo 37
NO - Norvegia 34
RO - Romania 34
JO - Giordania 32
CI - Costa d'Avorio 30
ZA - Sudafrica 30
IR - Iran 28
CL - Cile 25
PH - Filippine 24
AU - Australia 23
VE - Venezuela 23
DK - Danimarca 20
PE - Perù 19
TH - Thailandia 19
PY - Paraguay 18
UZ - Uzbekistan 17
EG - Egitto 16
NP - Nepal 16
AE - Emirati Arabi Uniti 15
CZ - Repubblica Ceca 15
JM - Giamaica 14
KE - Kenya 14
MY - Malesia 13
CR - Costa Rica 12
DO - Repubblica Dominicana 12
TN - Tunisia 12
AZ - Azerbaigian 11
GR - Grecia 11
SA - Arabia Saudita 11
AL - Albania 9
DZ - Algeria 9
LV - Lettonia 9
OM - Oman 9
BG - Bulgaria 8
BJ - Benin 8
BO - Bolivia 8
IL - Israele 8
KZ - Kazakistan 8
MU - Mauritius 8
QA - Qatar 8
EU - Europa 7
LB - Libano 7
LT - Lituania 7
HN - Honduras 6
SI - Slovenia 6
UY - Uruguay 6
GE - Georgia 5
HU - Ungheria 5
KG - Kirghizistan 5
SK - Slovacchia (Repubblica Slovacca) 5
SV - El Salvador 5
TT - Trinidad e Tobago 5
EE - Estonia 4
ET - Etiopia 4
PR - Porto Rico 4
AO - Angola 3
BA - Bosnia-Erzegovina 3
BH - Bahrain 3
BY - Bielorussia 3
KW - Kuwait 3
LK - Sri Lanka 3
MD - Moldavia 3
MK - Macedonia 3
NG - Nigeria 3
Totale 34.450
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Città #
Ashburn 1.671
San Jose 1.188
Singapore 1.136
Milan 993
Woodbridge 792
Fairfield 769
Chandler 736
Wilmington 545
Houston 539
Ann Arbor 483
Moscow 424
Council Bluffs 361
Seoul 361
Vienna 357
Dallas 344
Seattle 322
Beijing 321
Boardman 304
The Dalles 299
Santa Clara 296
Hefei 292
Tokyo 284
Ho Chi Minh City 265
Jacksonville 260
Cambridge 243
Mcallen 233
Munich 232
Dearborn 229
Los Angeles 225
Montréal 208
Rome 196
Lauterbourg 192
Hanoi 190
Hong Kong 181
Dong Ket 173
Lawrence 166
Dublin 165
North Charleston 146
Helsinki 129
Las Vegas 119
Ottawa 116
Shanghai 106
Medford 105
Redwood City 95
New York 93
Buffalo 89
Turin 88
Changsha 81
Frankfurt am Main 81
Princeton 79
Chengdu 78
São Paulo 75
Zhengzhou 68
Taipei 67
Guangzhou 62
Orem 62
San Diego 60
Des Moines 58
London 55
Redmond 54
Warsaw 53
Florence 51
Chicago 50
Central 49
Nuremberg 49
Madrid 46
Da Nang 45
Hangzhou 44
Málaga 44
Amsterdam 43
Bologna 43
Brooklyn 41
Rio de Janeiro 40
Naples 38
Phoenix 38
Brussels 37
Jakarta 37
Manchester 37
Atlanta 36
Berlin 36
Casablanca 33
Kent 33
Amman 32
Chennai 32
Norwalk 32
Abidjan 29
Tianjin 29
Basingstoke 28
Haiphong 27
Falkenstein 26
Shenzhen 26
Belo Horizonte 25
Brasília 25
Genoa 25
Montreal 25
Chongqing 24
Curitiba 24
Denver 23
Istanbul 23
Mumbai 23
Totale 19.342
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Nome #
Unsteady aerodynamic forces on a railway pantograph and their influence on pantograph-catenary dynamic interaction 1.048
Il modello aeroelastico del Ponte sullo Stretto di Messina: progettazione e verifica sperimentale. 923
Aerodynamic hysteresis: wind tunnel tests and numerical implementation of a fully non linear model for the bridge aeroelastic forces 303
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 287
Assessing Aerodynamic Effects on a Railway Pantograph by means of Computational Fluid Dynamics 277
Effects of the yaw angle on the aerodynamic behaviour of the Messina multi-box girder deck section 274
Ballast flight under high-speed trains: Wind tunnel full-scale experimental tests 272
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis 268
High-speed train crosswind analysis: CFD study and validation with wind-tunnel tests 264
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 263
Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment 259
Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment 248
A new approach to model the aeroelastic response of bridges in time domain by means of a rheological model 240
Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces 239
A numerical characterization of the attractor for a fluid-structure interaction problem 233
Procedure to assess the role of railway pantograph components in generating the aerodynamic uplift 231
A new numerical approach to reproduce bridge aerodynamic non linearities in time domain 229
Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling 229
Comparison between train-tunnel pressure signatures single unit vs double unit 229
Wind tunnel investigation on vortex induced vibration of a long flexible cylinder 228
Cross wind and rollover risk on lightweight railway vehicles 228
Wind effects induced by high speed train pass-by in open air 228
A Multicamera Displacement Measuring System for Boundary Layer Wind Tunnel Tests 227
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 225
A new methodology for assessing the actual number of impacts due to the ballast-lifting phenomenon 225
A new numerical approach to reproduce bridge aerodynamic non-linearities in time domain 221
Computational fluid dynamics as a means of assessing the influence of aerodynamic forces on the mean contact force acting on a pantograph 221
Aeroelastic stability of a twin-box deck: Comparison of different procedures to assess the effect of geometric details 221
A Computational fluid dynamics study on the relative motion effects for high speed train crosswind assessment 218
Aerodynamic Study on a Heavy Truck Passing by a Bridge Pylon under Crosswinds Using CFD 214
Comparison between steady and moving railway vehicles subjected to crosswind by CFD analysis 213
Flutter derivatives identification on a very large scale aeroelastic deck model 212
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 212
Steady and moving high-speed train crosswind simulations. Comparison with wind-tunnel tests 211
Experimental-Numerical Analysis of High-Speed Train Slipstream in Open Air and Confined Spaces 210
New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics 207
Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement 207
A multicamera displacement measurement system for wind engineering testing 205
Cross wind and rollover risk on lightweight railway vehicles 205
Aerodynamic loads in open air of high speed trains: Analysis of experimental data 205
A numerical and experimental investigation on aerodynamic non linearities in bridge response to turbulent wind 205
Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals 203
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics 203
Sensitivity analysis on the effects of different aerodynamic devices on the behaviour of a bridge deck 202
Numerical and Experimental Analysis of the Pressure Signature for different High-Speed Trains 202
Equivalent oscillator approach to model vortex induced vibrations on a circular cylinder 201
Measurement of the aerodynamic features of the ETR1000-V300Zefiro high-speed train 201
Advances in the application of the Principal Static Wind Loads: A large-span roof case 201
A force-distribution approach to simulate the aerodynamic loads acting on a vehicle passing by a bridge tower: comparison with CFD simulations 200
A hybrid finite volume - spectral element method for aeroacoustic problems 198
CFD Modeling of Flow Induced Vibration on a Mobile Cylinder for a 30 K-60 K Reynolds Number Comparison Between Simulation and Experimental Results 194
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 194
Active damping devices for aeroelastic models 193
Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel 193
Comparison of different approaches for analysing cross-wind effects on high sided vehicles passing by a bridge tower 192
Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method 191
An experimental and numerical approach to consider vortex induced vibrations in bridge aerodynamics 190
Wind tunnel: a fundamental tool for long-span bridge design 189
A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower 187
Fasi di costruzione di un ponte sospeso: l'ausilio delle prove in galleria del vento 187
AeroSPEED: A High Order Acoustic Solver for Aeroacoustic Applications 186
Full scale experimental tests to evaluate the train slipstream in tunnels 182
A nonlinear approach for the simulation of the buffeting response of long span bridges under non-synoptic storm winds 182
Ballast flight under high-speed trains: full-scale experimental tests 182
Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge 181
A non-linear approach to compute the aeroelastic response of a long-span bridge subjected to a non-synoptic wind 180
Numerical simulation of the aeroelastic response of along-span bridge subjected to different non-synoptic windscenarios 178
Dynamic Response of Vehicle-Driver Couple to the Aerodynamic Loads due to the Crossing of a Bridge Tower Wake 177
IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics 175
Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridges 174
Pantograph aerodynamics effects on the pantograph-catenary interaction 173
Cross Wind effects on road and rail vehicles 171
Aerodynamic behaviour investigation of the new EMUV250 train to cross wind 171
Experimental-numerical analysis of train slipstream in confined spaces 169
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 169
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test -- Step 1.2 169
Simplified estimation of the train resistance parameters: full scale experimental tests and analysis 168
Neural network algorithm for evaluating wind velocity from pressure measurements performed on a train's surface 167
Wind-tunnel measurements of the airflow pattern above the collector of different shielded and unshielded precipitation gauges 167
Full-Scale Experimental Investigation of the Interaction between Trains and Tunnels 167
Evaluation of aerodynamic effects on pantograph contact force by means of Computational Fluid Dynamics 166
On the vortex shedding forcing on suspension bridge deck 165
Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties 164
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models 163
Active damping for wind-tunnel aeroelastic models of large civil structures 162
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 161
Experimental analysis of train slipstream in confined spaces 160
Behaviour of flexible structures excited by dynamic loads 160
Cross wind effects on a vehicle crossing the wake of a bridge pylon 159
A new methodology to perform the risk analysis of cross wind on high speed lines 158
Correlation of car-body vibration and train overturning under strong wind conditions 158
Virtual homologation of high-speed trains in railway tunnels: A new iterative numerical approach for train-tunnel pressure signature 158
Numerical-experimental study on flying ballast caused by high speed trains 158
Experimental and numerical study of the flow around a low rise building 156
Wind tunnel investigation on wake effects of a wind turbine 154
An Active Turbulence Generator based on the Vortex Method for Simulation of a Complex Aerodynamic Admittance for Bridge Decks 154
Peculiar aerodynamic advantages and problems of twin-box girder decks for long span crossings 154
Analysis of Aerodynamic Indices for Racing Sailing Yachts: a Computational Study and Benchmark on up to 128 CPUs. 153
Evaluation of the cross wind velocity through pressure measurements on train surface 153
Wind tunnel tests on a large canopy roof of innovative construction 153
Totale 21.442
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Categoria #
all - tutte 92.355
article - articoli 31.134
book - libri 33
conference - conferenze 58.963
curatela - curatele 0
other - altro 0
patent - brevetti 65
selected - selezionate 0
volume - volumi 2.160
Totale 184.710
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20254.038 80 251 115 141 495 263 214 472 640 235 576 556
2025/202614.869 2.311 2.494 973 1.142 832 793 2.178 755 743 1.315 394 939
2026/2027285 285 0 0 0 0 0 0 0 0 0 0 0
Totale 34.958