IRIS
RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
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Continente #
EU - Europa 5.655
NA - Nord America 4.110
AS - Asia 3.408
SA - Sud America 721
AF - Africa 47
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 17
Totale 13.983
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Nazione #
US - Stati Uniti d'America 4.050
RU - Federazione Russa 2.155
SG - Singapore 1.148
IE - Irlanda 1.009
HK - Hong Kong 754
IT - Italia 722
CN - Cina 698
BR - Brasile 577
UA - Ucraina 540
GB - Regno Unito 448
VN - Vietnam 216
TR - Turchia 180
DE - Germania 171
GR - Grecia 160
KR - Corea 156
FI - Finlandia 148
IN - India 133
FR - Francia 91
AR - Argentina 64
BE - Belgio 53
CA - Canada 33
NL - Olanda 33
SE - Svezia 29
ID - Indonesia 25
AU - Australia 24
CO - Colombia 24
EC - Ecuador 22
JP - Giappone 21
PL - Polonia 18
ZA - Sudafrica 18
EU - Europa 17
IQ - Iraq 16
MX - Messico 14
BD - Bangladesh 13
DK - Danimarca 13
CZ - Repubblica Ceca 12
EG - Egitto 10
CL - Cile 8
IR - Iran 8
PY - Paraguay 8
ES - Italia 7
TN - Tunisia 7
UZ - Uzbekistan 7
AT - Austria 6
HU - Ungheria 6
LT - Lituania 6
MA - Marocco 6
UY - Uruguay 6
AZ - Azerbaigian 5
PE - Perù 5
VE - Venezuela 5
IL - Israele 4
LV - Lettonia 4
MY - Malesia 4
RO - Romania 4
BG - Bulgaria 3
HR - Croazia 3
PK - Pakistan 3
PT - Portogallo 3
AE - Emirati Arabi Uniti 2
CH - Svizzera 2
DO - Repubblica Dominicana 2
HN - Honduras 2
KZ - Kazakistan 2
MK - Macedonia 2
NO - Norvegia 2
OM - Oman 2
PH - Filippine 2
SA - Arabia Saudita 2
TT - Trinidad e Tobago 2
BA - Bosnia-Erzegovina 1
BM - Bermuda 1
BO - Bolivia 1
BS - Bahamas 1
DM - Dominica 1
DZ - Algeria 1
EE - Estonia 1
GA - Gabon 1
GT - Guatemala 1
GY - Guiana 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KH - Cambogia 1
LB - Libano 1
MO - Macao, regione amministrativa speciale della Cina 1
MT - Malta 1
MU - Mauritius 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
RS - Serbia 1
SC - Seychelles 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SV - El Salvador 1
TH - Thailandia 1
TW - Taiwan 1
Totale 13.983
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Città #
Dublin 1.005
Jacksonville 858
Hong Kong 742
Santa Clara 711
Moscow 710
Chandler 388
Singapore 302
Princeton 166
Roxbury 166
Beijing 160
Seoul 146
The Dalles 146
Ann Arbor 128
Cambridge 111
Bengaluru 90
Dallas 90
Hefei 85
Des Moines 72
Ho Chi Minh City 72
Wilmington 60
Medford 57
Napoli 57
Ashburn 55
Woodbridge 54
New York 53
Hanoi 44
Rome 43
Munich 42
Istanbul 37
Los Angeles 36
São Paulo 35
Dong Ket 34
Brussels 33
Bremen 31
Naples 31
Shanghai 22
Buffalo 20
Jinan 19
Rio de Janeiro 18
Milan 17
Houston 16
Trento 16
Brasília 15
London 15
Boardman 14
Mountain View 13
Redwood City 13
Bologna 12
Caserta 12
Aversa 11
Belo Horizonte 11
Falkenstein 11
Helsinki 11
Porto Alegre 11
Sydney 11
Brno 10
Guangzhou 10
Montreal 10
Tianjin 10
Aquila 9
Auburn Hills 9
Boston 9
Cape Town 9
Council Bluffs 9
Düsseldorf 9
Frankfurt am Main 9
Wuhan 9
Columbus 8
Curitiba 8
Guayaquil 8
Hangzhou 8
Nanjing 8
Pignone 8
Radebeul 8
Salvador 8
Seattle 8
Shenyang 8
Shijiazhuang 8
Blankenberge 7
Chennai 7
Da Nang 7
Florence 7
Greenwich 7
Manchester 7
New Delhi 7
Ningbo 7
Phoenix 7
Tokyo 7
Toronto 7
Zhengzhou 7
Baghdad 6
Campinas 6
Caxias do Sul 6
Eindhoven 6
Haiphong 6
Hebei 6
Jakarta 6
Leicester 6
Norwalk 6
Pune 6
Totale 7.482
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Nome #
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 150
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 148
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 145
Correction of historical records to improve the reliability of design wind speeds 129
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 127
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 125
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 119
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 118
An experimental investigation into the interaction among walkers in groups and crowds 116
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 116
A life cycle cost model for floating offshore wind farms 115
Wind Profiles Identification using Wind Lidars: an Application to the Area of Lametia Terme 113
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 110
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 109
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 107
Effects of Downsampling on the Prediction of the Italian Extreme Winds 105
Wake interference and vortex shedding triggering between two square cylinders in a two dimensional flow field 105
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 104
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 104
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 104
Aerodynamic stability of ice-accreted bridge cables 103
Lateral stability of footbridges subjected to crowd loading 101
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 101
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 100
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview after the first four years of activity 100
Pedestrian-induced Lateral Forces on Footbridges 99
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 99
IL CROLLO DEL PONTE DI TACOMA, SETTANT’ANNI DOPO 99
A linear model for structures with Tuned Mass Dampers 98
I due crolli del pont de Quebéc: una lezione da non dimenticare 98
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 98
Wind pressures on a large span canopy roof 98
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 97
A probabilistic framework to the design of HAWTs subjected to combined wind and seismic actions: preliminary results 97
Experimental validation and calibration of pedestrian loading models for footbridges 96
A design oriented mathematical model for the control of wind excited structures 94
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 94
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 94
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 94
Wind energy into the future: The challenge of deep-water wind farms 93
The Climatic Action Uncertainty Chain 92
Experimental identification of pedestrian-induced lateral forces on footbridges 92
A steel suspended deck arch bridge over "Torrente Gravina" 92
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 90
Progetto di un ponte ad arco a struttura metallica sul torrente gravina 90
The aerodynamic characteristics of twin column, high rise bridge towers 89
Risposta all’Azione del Vento di Strutture Dotate di Dissipatori con Memoria Viscoelastica 88
Risposta transitoria di travi appoggiate a carichi viaggianti 87
Tuned vibration absorbers with dry friction damping 87
Wind induced vibrations of high-rise bridge towers 86
A semi-active TMD control law applied to the wind benchmark building 86
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 85
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 84
Effects of ice accretion on the aerodynamics of bridge cables 84
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 83
Design of footbridges against pedestrian-induced vibrations 83
Design procedures for footbridges subjected to walking loads: comparison and remarks 83
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 83
Feasibility analysis for floating offshore wind energy 82
Validation of a TLP wind turbine numerical model against model-scale tests under regular and irregular waves 80
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 80
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 80
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 80
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 80
Uncertainty in dynamic properties of flexible buildings to wind load 79
Numerical Investigation of a TLP Wind Turbine Under Wind and Wave Loads 79
Time-domain response of linear hysteretic systems to deterministic and random excitations 79
Dynamic Modelling of a Spar Buoy Wind Turbine 79
Comparison of wind LIDAR measurements with predictions from airport data 79
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 78
La sincronizzazione: le lezioni dell’Ingegneria del Vento e la loro applicazione all’interazione folla-struttura 78
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 78
Load-carrying capacity of compressed wall-like RC columns strengthened with FRP 78
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 77
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 77
Tuned mass dampers to reduce the wind excited response of structures 77
Sulla verifica di stabilità delle piattabande 77
Pressure distribution and aerodynamic forces on stationary box bridge sections 77
Experimental study of the effect of icing on the aerodynamics of circular cylinders - Part I: Cross flow 77
Towards Design guidelines for wind-resistant street architecture 76
Some aspects of the wind loads on bridge towers 76
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 76
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 76
Calibration of the Parent Distribution method for the assessment of return wind speeds and agreement with Extreme Value analysis 75
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 75
Transient response of supported beams to moving forces with sinusoidal time variation 75
Peak Response of HAWTs to Wind and Seismic Actions 75
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 75
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 74
Lo stato limite di fatica nelle strutture a comportamento viscoelastico soggette all’azione del vento 74
I viadotti continui in C.A.P.: aspetti teorici e progettuali 74
Towards the Second Generation Eurocodes: Evolution of EN 1991-1-4 Wind Actions 74
On the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys 73
L’utilizzo di calcestruzzo autocompattante (SSC) per la realizzazione del ponte Don Bosco a Napoli 73
Lateral pedestrian-induced vibrations of footbridges: experimental evaluation of walking forces 73
Understanding and controlling wind-induced vibrations of bridge cables: Conclusions from the Femern Crossing research project 73
The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings 73
Probabilistic assessment of footbridge response to single walkers 73
Probabilistic Assessment of the Galloping Stability of Ice-Accreted Bridge Hangers 72
Wind Loads on a Pair of Long Prisms of Square Cross-Section 72
Totale 9.094
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Categoria #
all - tutte 54.324
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 54.324
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021693 0 0 0 0 0 16 188 130 13 134 167 45
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
2025/20264.371 306 345 502 650 706 1.862 0 0 0 0 0 0
Totale 14.343