ROSA, LORENZO PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 4.096
EU - Europa 2.550
AS - Asia 1.725
SA - Sud America 357
Continente sconosciuto - Info sul continente non disponibili 61
AF - Africa 55
OC - Oceania 7
Totale 8.851
Nazione #
US - Stati Uniti d'America 3.999
RU - Federazione Russa 934
IT - Italia 687
SG - Singapore 549
CN - Cina 405
BR - Brasile 291
VN - Vietnam 277
AT - Austria 149
DE - Germania 126
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
CA - Canada 54
IE - Irlanda 52
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
AU - Australia 6
CR - Costa Rica 6
IL - Israele 6
JM - Giamaica 6
KZ - Kazakistan 6
UZ - Uzbekistan 6
PH - Filippine 5
TH - Thailandia 5
AE - Emirati Arabi Uniti 4
CH - Svizzera 4
CO - Colombia 4
DZ - Algeria 4
EG - Egitto 4
HN - Honduras 4
LB - Libano 4
RO - Romania 4
SA - Arabia Saudita 4
BG - Bulgaria 3
IR - Iran 3
LT - Lituania 3
MY - Malesia 3
NI - Nicaragua 3
NP - Nepal 3
OM - Oman 3
PY - Paraguay 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
AL - Albania 2
EU - Europa 2
GR - Grecia 2
HR - Croazia 2
IS - Islanda 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
CD - Congo 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
NZ - Nuova Zelanda 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
Totale 8.790
Città #
Ashburn 533
San Jose 372
Singapore 289
Woodbridge 277
Fairfield 237
Chandler 225
Milan 197
Wilmington 178
Houston 156
Vienna 144
Ann Arbor 142
Council Bluffs 131
Seattle 111
Santa Clara 109
Moscow 108
Seoul 91
The Dalles 91
Tokyo 79
Beijing 76
Cambridge 76
Boardman 72
Dallas 70
Ho Chi Minh City 69
Los Angeles 69
Dearborn 57
Jacksonville 57
Dublin 52
Lauterbourg 52
Medford 49
Dong Ket 47
Lawrence 47
Hanoi 42
Hefei 38
Helsinki 35
Hong Kong 35
Las Vegas 34
New York 31
Rome 29
North Charleston 28
Munich 27
Ottawa 27
Buffalo 26
Des Moines 24
Manchester 21
Warsaw 21
São Paulo 20
Redwood City 19
Shanghai 19
San Diego 17
London 16
Brussels 15
Frankfurt am Main 15
Amsterdam 14
Bologna 14
Chennai 14
Guangzhou 14
Phoenix 14
Taipei 14
Washington 14
Zhengzhou 14
Jakarta 13
Turin 13
Chicago 12
Eindhoven 11
Kenitra 11
Orem 11
Atlanta 10
Casablanca 10
Montreal 10
Nuremberg 10
Brooklyn 9
Denver 9
Istanbul 9
Rio de Janeiro 9
Tappahannock 9
Mumbai 8
Málaga 8
Naples 8
Stockholm 8
Abidjan 7
Brasília 7
Curitiba 7
Florence 7
Miami 7
Palermo 7
Porto Alegre 7
Baghdad 6
Johannesburg 6
Nanjing 6
Princeton 6
Tashkent 6
Turku 6
Baldissero Torinese 5
Basingstoke 5
Cairo 5
Changsha 5
Da Nang 5
Dhaka 5
Norwalk 5
Poplar 5
Totale 5.227
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 267
Adding aerodynamic damping: the wing design for the Third Bosphorus Bridge 267
Wind Pressure Distribution on a Porous Double Skin Façade System 264
An aerodynamic and aeroelastic experimental study on a sectional and three-dimensional rectangular tall building 256
Optimization of the boundary layer characteristics simulated at Politecnico di Milano Boundary Layer Wind Tunnel in a wide scale ratio range 242
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 228
Advances in the application of the Principal Static Wind Loads: A large-span roof case 207
Experimental study on the aerodynamic forces on railway vehicles in presence of turbulence 191
A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower 188
Experimental assessment of the effects of a porous double skin façade system on cladding loads 185
INFLUENCE OF UNDERBODY SUSPENDED EQUIPMENT ON RAIL RIDE COMFORT 177
Wind tunnel study on the towers of the First Bosphorus Bridge 176
Modal identification of a cable-stayed bridge by means of truck induced vibrations 175
Full scale monitoring of the twin chimneys of the rovinari power plant 174
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 170
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 169
Definition of Wind Loads on the Riyadh Western Metro Station 166
Cross wind effects on a vehicle crossing the wake of a bridge pylon 161
Wind loads on a high slender tower: Numerical and experimental comparison 161
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 154
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 154
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 149
Aeroelastic Response of a Large Suspension Roof: Wind Tunnel Tests and Numerical Simulations 145
Aeroelastic effects on a high-rise rectangular section building 145
Wind Effects on a Permeable Double Skin Façade, the ENI Head Office Case Study 142
Caratterizzazione sperimentale del comportamento aerodinamico di un trinato equilatero 141
Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel 140
Experimental study on the aerodynamic behavior of a circular cylinder with perforated shrouding 138
Wind-induced response of light and slender arched structures in twin arrangement: Wind tunnel tests and full-scale monitoring 138
Effects of free-stream turbulence and angle of attack on a rectangular prism 137
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 136
IDENTIFICAZIONE MODALE E MONITORAGGIO DI DUE ARCHI 136
Wind-induced vibrations on non-circular section cables: application to a new Large Observation Wheel 135
Dynamic response and wind loads of a tall building based on wind tunnel tests 134
Modal parameters identification and monitoring of two arches 134
Studio sperimentale sull'effetto della turbolenza nella definizione delle forze aerodinamiche su veicoli ferroviari 132
Experimental characterization of three circular cylinders in equilateral-triangular arrangement 130
Wind-induced dynamics and loads in a prismatic slender building: A modal approach based on unsteady pressure measurements 129
Full scale measurements to determine the self-damping of stays 128
Cross wind effects on a heavy vehicle running on a bridge deck 124
Modal identification of stays and deck of a cable-stayed bridge 122
Design of a wind tunnel sectional model for skew wind buffeting analysis 121
Experimental evaluation of Hovenring bridge stay-cable vibration 121
Wind tunnel testing and structural analysis of a tall building 120
Wind tunnel tests on different erection stages of a cable stayed bridge 120
Evaluation of wind-induced dynamics of high-rise buildings by means of modal approach 118
Wind tunnel studies on the effects of porous elements on the aerodynamic behavior of civil structures 115
Wind forces on high-rise buildings: the effects of a “twisted section” design 104
FRC erection stages dynamic behaviour under wind loads 104
Galloping-based piezo-aeroelastic energy harvester: numerical models and wind tunnel experimental tests 104
Internal pressure façade loads on a residential tall building obtained from wind tunnel tests 96
Truck-bridge interaction: modeling and experimental tests 95
Studio del comportamento aerodinamico "Sede dei Servizi Unificati, Nuovo Comune di Bologna" 87
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 82
Wind Induced Dynamics of a Prismatic Slender Building with a Rectangular Section 81
The effects of free-stream turbulence and angle of attack on a rectangular prism 78
Wind tunnel test on a high slender lattice spire 71
Totale 8.851
Categoria #
all - tutte 25.172
article - articoli 7.337
book - libri 0
conference - conferenze 16.583
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.252
Totale 50.344


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022389 0 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
2026/2027188 89 99 0 0 0 0 0 0 0 0 0 0
Totale 8.851