IRIS
RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
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Continente #
EU - Europa 9.325
NA - Nord America 4.773
AS - Asia 3.725
SA - Sud America 747
AF - Africa 55
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 17
Totale 18.667
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Nazione #
RU - Federazione Russa 5.668
US - Stati Uniti d'America 4.692
SG - Singapore 1.296
IE - Irlanda 1.009
IT - Italia 812
HK - Hong Kong 768
CN - Cina 766
BR - Brasile 592
UA - Ucraina 542
GB - Regno Unito 456
VN - Vietnam 257
DE - Germania 186
TR - Turchia 180
GR - Grecia 161
KR - Corea 160
FI - Finlandia 149
IN - India 139
FR - Francia 109
AR - Argentina 66
BE - Belgio 53
NL - Olanda 45
CA - Canada 42
ID - Indonesia 29
SE - Svezia 29
CO - Colombia 25
JP - Giappone 25
AU - Australia 24
EC - Ecuador 23
IQ - Iraq 22
PL - Polonia 22
ZA - Sudafrica 18
BD - Bangladesh 17
EU - Europa 17
MX - Messico 17
DK - Danimarca 13
CZ - Repubblica Ceca 12
ES - Italia 12
CL - Cile 11
EG - Egitto 11
IR - Iran 9
PY - Paraguay 8
TN - Tunisia 8
AT - Austria 7
PE - Perù 7
UY - Uruguay 7
UZ - Uzbekistan 7
HU - Ungheria 6
LT - Lituania 6
MA - Marocco 6
MY - Malesia 6
SA - Arabia Saudita 6
VE - Venezuela 6
AZ - Azerbaigian 5
IL - Israele 5
KZ - Kazakistan 4
LV - Lettonia 4
PK - Pakistan 4
RO - Romania 4
BG - Bulgaria 3
HN - Honduras 3
HR - Croazia 3
PT - Portogallo 3
SN - Senegal 3
TH - Thailandia 3
TT - Trinidad e Tobago 3
AE - Emirati Arabi Uniti 2
CH - Svizzera 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
GT - Guatemala 2
JM - Giamaica 2
KE - Kenya 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
MK - Macedonia 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
PH - Filippine 2
SV - El Salvador 2
AG - Antigua e Barbuda 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BM - Bermuda 1
BO - Bolivia 1
BS - Bahamas 1
CD - Congo 1
CR - Costa Rica 1
DM - Dominica 1
EE - Estonia 1
GA - Gabon 1
GY - Guiana 1
JO - Giordania 1
KH - Cambogia 1
KW - Kuwait 1
MO - Macao, regione amministrativa speciale della Cina 1
MT - Malta 1
MU - Mauritius 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
Totale 18.661
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Città #
Moscow 2.111
Dublin 1.005
Jacksonville 858
Hong Kong 755
Santa Clara 719
Singapore 423
Chandler 388
San Jose 334
Beijing 169
Princeton 166
Roxbury 166
Seoul 146
The Dalles 146
Ashburn 138
Ann Arbor 128
Cambridge 111
Dallas 97
Bengaluru 90
Hefei 85
Ho Chi Minh City 83
Des Moines 73
New York 73
Wilmington 60
Medford 57
Napoli 57
Woodbridge 54
Hanoi 52
Rome 49
Munich 44
Los Angeles 43
Naples 40
Istanbul 37
São Paulo 36
Dong Ket 34
Brussels 33
Bremen 31
Shanghai 23
Milan 22
Buffalo 20
Jinan 19
Rio de Janeiro 18
Houston 16
London 16
Trento 16
Brasília 15
Boardman 14
Bologna 13
Mountain View 13
Redwood City 13
Caserta 12
Council Bluffs 12
Frankfurt am Main 12
Aversa 11
Belo Horizonte 11
Falkenstein 11
Helsinki 11
Montreal 11
Porto Alegre 11
Sydney 11
Amsterdam 10
Boston 10
Brno 10
Guangzhou 10
Tianjin 10
Aquila 9
Auburn Hills 9
Cape Town 9
Chennai 9
Curitiba 9
Da Nang 9
Düsseldorf 9
Guayaquil 9
Jakarta 9
Nanjing 9
Salvador 9
Toronto 9
Wuhan 9
Atlanta 8
Baghdad 8
Brooklyn 8
Columbus 8
Haiphong 8
Hangzhou 8
Orem 8
Phoenix 8
Pignone 8
Radebeul 8
Seattle 8
Shenyang 8
Shijiazhuang 8
Tokyo 8
Blankenberge 7
Eindhoven 7
Florence 7
Greenwich 7
Manchester 7
New Delhi 7
Ningbo 7
Ribeirão Preto 7
San Francisco 7
Totale 9.564
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Nome #
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 184
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 184
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 183
Experimental identification of pedestrian-induced lateral forces on footbridges 171
Correction of historical records to improve the reliability of design wind speeds 168
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 162
A life cycle cost model for floating offshore wind farms 158
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 157
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 155
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 151
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 150
Effects of Downsampling on the Prediction of the Italian Extreme Winds 148
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 148
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 148
An experimental investigation into the interaction among walkers in groups and crowds 147
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 146
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 144
A probabilistic framework to the design of HAWTs subjected to combined wind and seismic actions: preliminary results 144
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 141
Aerodynamic stability of ice-accreted bridge cables 140
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 139
Wind Profiles Identification using Wind Lidars: an Application to the Area of Lametia Terme 137
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 136
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 135
A linear model for structures with Tuned Mass Dampers 135
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 133
I due crolli del pont de Quebéc: una lezione da non dimenticare 132
A design oriented mathematical model for the control of wind excited structures 130
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 130
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 129
Wind energy into the future: The challenge of deep-water wind farms 129
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 128
Wind pressures on a large span canopy roof 128
The Climatic Action Uncertainty Chain 126
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 126
Wake interference and vortex shedding triggering between two square cylinders in a two dimensional flow field 125
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview after the first four years of activity 123
Lateral stability of footbridges subjected to crowd loading 123
Numerical Investigation of a TLP Wind Turbine Under Wind and Wave Loads 121
IL CROLLO DEL PONTE DI TACOMA, SETTANT’ANNI DOPO 121
A steel suspended deck arch bridge over "Torrente Gravina" 121
Validation of a TLP wind turbine numerical model against model-scale tests under regular and irregular waves 120
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 120
A semi-active TMD control law applied to the wind benchmark building 119
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 119
Design of footbridges against pedestrian-induced vibrations 118
Progetto di un ponte ad arco a struttura metallica sul torrente gravina 118
Pedestrian-induced Lateral Forces on Footbridges 117
Feasibility analysis for floating offshore wind energy 116
The aerodynamic characteristics of twin column, high rise bridge towers 116
Calibration of the Parent Distribution method for the assessment of return wind speeds and agreement with Extreme Value analysis 115
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 115
Tuned vibration absorbers with dry friction damping 115
Experimental validation and calibration of pedestrian loading models for footbridges 114
Risposta all’Azione del Vento di Strutture Dotate di Dissipatori con Memoria Viscoelastica 112
Design procedures for footbridges subjected to walking loads: comparison and remarks 112
The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings 112
Wind induced vibrations of high-rise bridge towers 111
Uncertainty in dynamic properties of flexible buildings to wind load 110
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 110
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 109
Load-carrying capacity of compressed wall-like RC columns strengthened with FRP 109
Probabilistic assessment of footbridge response to single walkers 108
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 107
Tuned mass dampers to reduce the wind excited response of structures 107
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 107
Risposta transitoria di travi appoggiate a carichi viaggianti 106
Time-domain response of linear hysteretic systems to deterministic and random excitations 105
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 104
Transient response of supported beams to moving forces with sinusoidal time variation 103
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 103
Peak Response of HAWTs to Wind and Seismic Actions 103
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 103
Effects of ice accretion on the aerodynamics of bridge cables 102
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 102
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 102
Comparison of wind LIDAR measurements with predictions from airport data 101
Global Pressure Coefficients for Building Roofs Revisited 99
Wind load assessment of unitized double skin facades 99
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 99
Dynamic Modelling of a Spar Buoy Wind Turbine 99
Uncertainty in the dynamic properties of tall buildings and propagation to the wind-induced response 98
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 98
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 98
Sulla verifica di stabilità delle piattabande 98
I viadotti continui in C.A.P.: aspetti teorici e progettuali 98
prEN 1991-1-4:2021: the draft Second Generation Eurocode on wind actions on structures - a personal view 97
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 97
Experimental study of the effect of icing on the aerodynamics of circular cylinders - Part I: Cross flow 97
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 96
Pressure distribution and aerodynamic forces on stationary box bridge sections 96
La sincronizzazione: le lezioni dell’Ingegneria del Vento e la loro applicazione all’interazione folla-struttura 96
L’utilizzo di calcestruzzo autocompattante (SSC) per la realizzazione del ponte Don Bosco a Napoli 96
Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof 96
null 96
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 94
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 94
Lo stato limite di fatica nelle strutture a comportamento viscoelastico soggette all’azione del vento 94
Towards the Second Generation Eurocodes: Evolution of EN 1991-1-4 Wind Actions 94
Towards Design guidelines for wind-resistant street architecture 93
Totale 12.028
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Categoria #
all - tutte 66.905
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 66.905
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022869 7 1 14 11 346 5 15 14 36 6 74 340
2022/20231.734 211 20 28 111 146 118 2 86 915 16 48 33
2023/2024877 75 38 36 50 293 66 41 16 8 28 77 149
2024/20252.863 39 25 35 72 461 366 491 215 299 431 313 116
2025/20268.958 306 345 502 650 706 5.256 267 184 317 289 112 24
2026/2027105 105 0 0 0 0 0 0 0 0 0 0 0
Totale 19.035