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

ROSA, LORENZO PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 3.075
EU - Europa 2.219
AS - Asia 1.025
SA - Sud America 323
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 4
OC - Oceania 4
Totale 6.687
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Nazione #
US - Stati Uniti d'America 3.016
RU - Federazione Russa 933
IT - Italia 490
SG - Singapore 416
CN - Cina 282
BR - Brasile 276
AT - Austria 149
VN - Vietnam 136
DE - Germania 113
GB - Regno Unito 101
UA - Ucraina 88
FI - Finlandia 80
NL - Olanda 61
IE - Irlanda 48
IN - India 45
SE - Svezia 39
CA - Canada 38
TR - Turchia 28
AR - Argentina 25
FR - Francia 24
PL - Polonia 22
BE - Belgio 20
ES - Italia 18
ID - Indonesia 16
JP - Giappone 15
MX - Messico 13
MA - Marocco 11
HK - Hong Kong 9
BD - Bangladesh 8
KR - Corea 8
CI - Costa d'Avorio 7
TW - Taiwan 7
ZA - Sudafrica 7
EC - Ecuador 6
IL - Israele 6
PT - Portogallo 6
UZ - Uzbekistan 6
PK - Pakistan 5
AE - Emirati Arabi Uniti 4
CH - Svizzera 4
CL - Cile 4
DK - Danimarca 4
EG - Egitto 4
IQ - Iraq 4
KZ - Kazakistan 4
RO - Romania 4
SA - Arabia Saudita 4
VE - Venezuela 4
AU - Australia 3
BG - Bulgaria 3
DZ - Algeria 3
HN - Honduras 3
LB - Libano 3
LT - Lituania 3
NP - Nepal 3
UY - Uruguay 3
CO - Colombia 2
EU - Europa 2
HR - Croazia 2
IR - Iran 2
MU - Mauritius 2
MY - Malesia 2
OM - Oman 2
PH - Filippine 2
PY - Paraguay 2
TH - Thailandia 2
XK - ???statistics.table.value.countryCode.XK??? 2
AL - Albania 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BY - Bielorussia 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GE - Georgia 1
GR - Grecia 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KG - Kirghizistan 1
MD - Moldavia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
PE - Perù 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
TJ - Tagikistan 1
TM - Turkmenistan 1
TT - Trinidad e Tobago 1
Totale 6.687
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Città #
Ashburn 430
Woodbridge 277
Fairfield 237
Singapore 228
Chandler 225
Wilmington 178
Houston 151
Vienna 144
Ann Arbor 142
Milan 128
Seattle 110
Moscow 108
Santa Clara 98
Cambridge 76
Beijing 67
Boardman 64
Dearborn 57
Council Bluffs 56
Jacksonville 53
Dallas 51
Medford 49
Dublin 48
Dong Ket 47
Lawrence 47
Los Angeles 44
Hefei 35
Ottawa 27
Munich 26
Ho Chi Minh City 25
Des Moines 24
Buffalo 23
Helsinki 22
New York 20
Redwood City 19
São Paulo 19
The Dalles 18
Manchester 17
Warsaw 17
San Diego 16
Brussels 15
London 15
Shanghai 14
Washington 14
Zhengzhou 14
Hanoi 13
Amsterdam 11
Eindhoven 11
Jakarta 11
Las Vegas 11
Bologna 10
Casablanca 10
Chennai 9
Istanbul 9
Nuremberg 9
Tappahannock 9
Chicago 8
Guangzhou 8
Málaga 8
Rio de Janeiro 8
Tokyo 8
Abidjan 7
Brasília 7
Brooklyn 7
Curitiba 7
Hong Kong 7
Atlanta 6
Denver 6
Frankfurt am Main 6
Mumbai 6
Phoenix 6
Porto Alegre 6
Stockholm 6
Tashkent 6
Turku 6
Baldissero Torinese 5
Florence 5
Johannesburg 5
Norwalk 5
Poplar 5
Princeton 5
The Hague 5
Turin 5
Vitória da Conquista 5
Aracaju 4
Ascoli Piceno 4
Bergamo 4
Cairo 4
Campinas 4
Chaoyang 4
Correggio 4
Duncan 4
Falkenstein 4
Jerusalem 4
Kent 4
Lecco 4
Montreal 4
Mountain View 4
Rome 4
San Francisco 4
Secaucus 4
Totale 3.850
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Nome #
Wind Pressure Distribution on a Porous Double Skin Façade System 230
An aerodynamic and aeroelastic experimental study on a sectional and three-dimensional rectangular tall building 216
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 205
Adding aerodynamic damping: the wing design for the Third Bosphorus Bridge 203
Optimization of the boundary layer characteristics simulated at Politecnico di Milano Boundary Layer Wind Tunnel in a wide scale ratio range 195
Cross-wind effects on a vehicle crossing the wake of a bridge pylon 188
Experimental study on the aerodynamic forces on railway vehicles in presence of turbulence 151
A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower 150
Modal identification of a cable-stayed bridge by means of truck induced vibrations 150
Full scale monitoring of the twin chimneys of the rovinari power plant 143
Wind tunnel study on the towers of the First Bosphorus Bridge 141
Experimental assessment of the effects of a porous double skin façade system on cladding loads 139
Wind loads on small scale facade louvers: comparison of fiber Bragg grating sensors and differential pressure measurements 134
Definition of Wind Loads on the Riyadh Western Metro Station 132
Wind loads on a high slender tower: Numerical and experimental comparison 131
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 126
Wind loads analysis at the anchorages of the Talavera de la reina cable stayed bridge 126
Cross wind effects on a vehicle crossing the wake of a bridge pylon 125
Wind tunnel tests on a large canopy roof of innovative construction 119
INFLUENCE OF UNDERBODY SUSPENDED EQUIPMENT ON RAIL RIDE COMFORT 117
Wind loads and vortex shedding analysis on the effects of the porosity on a high slender tower 116
Caratterizzazione sperimentale del comportamento aerodinamico di un trinato equilatero 115
Wind-induced vibrations of the stay-cables of a roundabout flyover: assessment, repair, and countermeasures 115
Experimental study on the aerodynamic behavior of a circular cylinder with perforated shrouding 114
Effects of free-stream turbulence and angle of attack on a rectangular prism 112
Advances in the application of the Principal Static Wind Loads: A large-span roof case 112
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 111
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 108
Aeroelastic effects on a high-rise rectangular section building 108
Experimental characterization of three circular cylinders in equilateral-triangular arrangement 108
Modal parameters identification and monitoring of two arches 108
Dynamic response and wind loads of a tall building based on wind tunnel tests 107
IDENTIFICAZIONE MODALE E MONITORAGGIO DI DUE ARCHI 105
Full scale measurements to determine the self-damping of stays 103
Wind-induced vibrations on non-circular section cables: application to a new Large Observation Wheel 103
Wind-induced response of light and slender arched structures in twin arrangement: Wind tunnel tests and full-scale monitoring 102
Wind Effects on a Permeable Double Skin Façade, the ENI Head Office Case Study 101
Studio sperimentale sull'effetto della turbolenza nella definizione delle forze aerodinamiche su veicoli ferroviari 99
Experimental evaluation of Hovenring bridge stay-cable vibration 97
Modal identification of stays and deck of a cable-stayed bridge 97
Cross wind effects on a heavy vehicle running on a bridge deck 97
Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel 95
Wind-induced dynamics and loads in a prismatic slender building: A modal approach based on unsteady pressure measurements 94
Evaluation of wind-induced dynamics of high-rise buildings by means of modal approach 92
Wind tunnel tests on different erection stages of a cable stayed bridge 86
Aeroelastic Response of a Large Suspension Roof: Wind Tunnel Tests and Numerical Simulations 83
Wind tunnel testing and structural analysis of a tall building 83
FRC erection stages dynamic behaviour under wind loads 80
Wind tunnel studies on the effects of porous elements on the aerodynamic behavior of civil structures 80
Wind forces on high-rise buildings: the effects of a “twisted section” design 79
Galloping-based piezo-aeroelastic energy harvester: numerical models and wind tunnel experimental tests 76
Internal pressure façade loads on a residential tall building obtained from wind tunnel tests 74
Design of a wind tunnel sectional model for skew wind buffeting analysis 73
Studio del comportamento aerodinamico "Sede dei Servizi Unificati, Nuovo Comune di Bologna" 67
The effects of free-stream turbulence and angle of attack on a rectangular prism 59
Truck-bridge interaction: modeling and experimental tests 58
Wind tunnel test on a high slender lattice spire 53
Wind Induced Dynamics of a Prismatic Slender Building with a Rectangular Section 52
Wind Tunnel Tests for Wind Load Definition on a Thin Roof Cladding - New Fair of Milan Architectural complex 50
La guglia del complesso Porta Nuova Garibaldi a Milano 50
Totale 6.743
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Categoria #
all - tutte 20.115
article - articoli 5.958
book - libri 0
conference - conferenze 13.076
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.081
Totale 40.230
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021288 0 0 0 0 0 13 24 48 38 36 28 101
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
2025/20262.101 701 680 180 294 222 24 0 0 0 0 0 0
Totale 6.743