ROSA, LORENZO PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 3.994
EU - Europa 2.534
AS - Asia 1.722
SA - Sud America 356
AF - Africa 54
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 8.670
Nazione #
US - Stati Uniti d'America 3.911
RU - Federazione Russa 934
IT - Italia 674
SG - Singapore 549
CN - Cina 403
BR - Brasile 290
VN - Vietnam 276
AT - Austria 149
DE - Germania 125
GB - Regno Unito 116
KR - Corea 102
FI - Finlandia 93
UA - Ucraina 89
JP - Giappone 87
FR - Francia 82
NL - Olanda 65
IN - India 61
IE - Irlanda 52
CA - Canada 49
HK - Hong Kong 47
BD - Bangladesh 41
SE - Svezia 41
AR - Argentina 30
TR - Turchia 30
PL - Polonia 26
ES - Italia 24
MA - Marocco 22
BE - Belgio 20
TW - Taiwan 20
ID - Indonesia 19
MX - Messico 17
IQ - Iraq 14
DK - Danimarca 10
PK - Pakistan 9
CL - Cile 8
EC - Ecuador 8
VE - Venezuela 8
ZA - Sudafrica 8
CI - Costa d'Avorio 7
PT - Portogallo 7
IL - Israele 6
KZ - Kazakistan 6
UZ - Uzbekistan 6
PH - Filippine 5
TH - Thailandia 5
AE - Emirati Arabi Uniti 4
AU - Australia 4
CH - Svizzera 4
CO - Colombia 4
DZ - Algeria 4
EG - Egitto 4
HN - Honduras 4
JM - Giamaica 4
LB - Libano 4
RO - Romania 4
SA - Arabia Saudita 4
BG - Bulgaria 3
IR - Iran 3
LT - Lituania 3
MY - Malesia 3
NP - Nepal 3
OM - Oman 3
PY - Paraguay 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
AL - Albania 2
CR - Costa Rica 2
EU - Europa 2
GR - Grecia 2
HR - Croazia 2
JO - Giordania 2
MD - Moldavia 2
MU - Mauritius 2
RS - Serbia 2
SN - Senegal 2
TT - Trinidad e Tobago 2
AM - Armenia 1
AO - Angola 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CG - Congo 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GE - Georgia 1
GT - Guatemala 1
GY - Guiana 1
KE - Kenya 1
KG - Kirghizistan 1
KW - Kuwait 1
NA - Namibia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 8.668
Città #
Ashburn 524
San Jose 371
Singapore 289
Woodbridge 277
Fairfield 237
Chandler 225
Milan 195
Wilmington 178
Houston 156
Vienna 144
Ann Arbor 142
Seattle 111
Moscow 108
Santa Clara 106
Council Bluffs 94
Seoul 91
The Dalles 91
Tokyo 79
Cambridge 76
Beijing 75
Boardman 72
Dallas 70
Ho Chi Minh City 69
Los Angeles 67
Dearborn 57
Jacksonville 57
Dublin 52
Lauterbourg 52
Medford 49
Dong Ket 47
Lawrence 47
Hanoi 41
Hefei 38
Helsinki 35
Hong Kong 35
Las Vegas 34
New York 31
Rome 29
North Charleston 28
Ottawa 27
Buffalo 26
Munich 26
Des Moines 24
Manchester 21
Warsaw 21
São Paulo 20
Redwood City 19
Shanghai 18
San Diego 17
London 16
Brussels 15
Frankfurt am Main 15
Amsterdam 14
Bologna 14
Chennai 14
Guangzhou 14
Taipei 14
Washington 14
Zhengzhou 14
Jakarta 13
Turin 13
Eindhoven 11
Kenitra 11
Orem 11
Atlanta 10
Casablanca 10
Nuremberg 10
Brooklyn 9
Denver 9
Istanbul 9
Montreal 9
Rio de Janeiro 9
Tappahannock 9
Chicago 8
Mumbai 8
Málaga 8
Phoenix 8
Stockholm 8
Abidjan 7
Brasília 7
Curitiba 7
Florence 7
Miami 7
Palermo 7
Porto Alegre 7
Baghdad 6
Johannesburg 6
Nanjing 6
Naples 6
Tashkent 6
Turku 6
Baldissero Torinese 5
Basingstoke 5
Cairo 5
Changsha 5
Da Nang 5
Dhaka 5
Norwalk 5
Poplar 5
Princeton 5
Totale 5.155
Nome #
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
Adding aerodynamic damping: the wing design for the Third Bosphorus Bridge 263
Wind Pressure Distribution on a Porous Double Skin Façade System 262
An aerodynamic and aeroelastic experimental study on a sectional and three-dimensional rectangular tall building 253
Optimization of the boundary layer characteristics simulated at Politecnico di Milano Boundary Layer Wind Tunnel in a wide scale ratio range 239
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 225
Advances in the application of the Principal Static Wind Loads: A large-span roof case 201
A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower 187
Experimental study on the aerodynamic forces on railway vehicles in presence of turbulence 187
Experimental assessment of the effects of a porous double skin façade system on cladding loads 177
Wind tunnel study on the towers of the First Bosphorus Bridge 176
INFLUENCE OF UNDERBODY SUSPENDED EQUIPMENT ON RAIL RIDE COMFORT 176
Full scale monitoring of the twin chimneys of the rovinari power plant 173
Modal identification of a cable-stayed bridge by means of truck induced vibrations 172
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 169
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 166
Definition of Wind Loads on the Riyadh Western Metro Station 163
Wind loads on a high slender tower: Numerical and experimental comparison 160
Cross wind effects on a vehicle crossing the wake of a bridge pylon 159
Wind loads analysis at the anchorages of the Talavera de la reina cable stayed bridge 154
Wind tunnel tests on a large canopy roof of innovative construction 153
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 149
Wind loads and vortex shedding analysis on the effects of the porosity on a high slender tower 149
Wind-induced vibrations of the stay-cables of a roundabout flyover: assessment, repair, and countermeasures 144
Aeroelastic effects on a high-rise rectangular section building 143
Aeroelastic Response of a Large Suspension Roof: Wind Tunnel Tests and Numerical Simulations 141
Caratterizzazione sperimentale del comportamento aerodinamico di un trinato equilatero 140
Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel 138
Wind Effects on a Permeable Double Skin Façade, the ENI Head Office Case Study 138
Effects of free-stream turbulence and angle of attack on a rectangular prism 136
Experimental study on the aerodynamic behavior of a circular cylinder with perforated shrouding 136
Wind-induced response of light and slender arched structures in twin arrangement: Wind tunnel tests and full-scale monitoring 136
IDENTIFICAZIONE MODALE E MONITORAGGIO DI DUE ARCHI 135
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 134
Wind-induced vibrations on non-circular section cables: application to a new Large Observation Wheel 134
Studio sperimentale sull'effetto della turbolenza nella definizione delle forze aerodinamiche su veicoli ferroviari 132
Modal parameters identification and monitoring of two arches 132
Dynamic response and wind loads of a tall building based on wind tunnel tests 131
Experimental characterization of three circular cylinders in equilateral-triangular arrangement 129
Wind-induced dynamics and loads in a prismatic slender building: A modal approach based on unsteady pressure measurements 126
Full scale measurements to determine the self-damping of stays 125
Cross wind effects on a heavy vehicle running on a bridge deck 122
Modal identification of stays and deck of a cable-stayed bridge 120
Wind tunnel testing and structural analysis of a tall building 119
Experimental evaluation of Hovenring bridge stay-cable vibration 119
Design of a wind tunnel sectional model for skew wind buffeting analysis 118
Evaluation of wind-induced dynamics of high-rise buildings by means of modal approach 117
Wind tunnel tests on different erection stages of a cable stayed bridge 117
Wind tunnel studies on the effects of porous elements on the aerodynamic behavior of civil structures 113
Wind forces on high-rise buildings: the effects of a “twisted section” design 103
Galloping-based piezo-aeroelastic energy harvester: numerical models and wind tunnel experimental tests 103
FRC erection stages dynamic behaviour under wind loads 102
Internal pressure façade loads on a residential tall building obtained from wind tunnel tests 95
Truck-bridge interaction: modeling and experimental tests 94
Studio del comportamento aerodinamico "Sede dei Servizi Unificati, Nuovo Comune di Bologna" 86
Wind Tunnel Tests for Wind Load Definition on a Thin Roof Cladding - New Fair of Milan Architectural complex 84
La guglia del complesso Porta Nuova Garibaldi a Milano 81
Wind Induced Dynamics of a Prismatic Slender Building with a Rectangular Section 80
The effects of free-stream turbulence and angle of attack on a rectangular prism 78
Wind tunnel test on a high slender lattice spire 69
Totale 8.726
Categoria #
all - tutte 24.288
article - articoli 7.065
book - libri 0
conference - conferenze 16.002
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.221
Totale 48.576


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022411 22 56 20 14 40 15 24 33 36 27 34 90
2022/2023590 70 43 36 64 66 77 7 42 87 27 46 25
2023/2024394 22 63 15 34 31 69 25 44 7 20 4 60
2024/2025962 17 31 37 14 143 75 29 102 165 68 135 146
2025/20264.021 701 680 180 294 222 182 575 220 211 379 104 273
2026/202763 63 0 0 0 0 0 0 0 0 0 0 0
Totale 8.726