RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
Continente #
EU - Europa 9.009
NA - Nord America 4.117
AS - Asia 3.414
SA - Sud America 721
AF - Africa 47
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 17
Totale 17.350
Nazione #
RU - Federazione Russa 5.505
US - Stati Uniti d'America 4.057
SG - Singapore 1.151
IE - Irlanda 1.009
HK - Hong Kong 754
IT - Italia 726
CN - Cina 700
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
SA - Arabia Saudita 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
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 17.350
Città #
Moscow 1.999
Dublin 1.005
Jacksonville 858
Hong Kong 742
Santa Clara 711
Chandler 388
Singapore 305
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
Ashburn 58
Medford 57
Napoli 57
Woodbridge 54
New York 53
Hanoi 44
Rome 44
Munich 42
Istanbul 37
Los Angeles 36
São Paulo 35
Dong Ket 34
Brussels 33
Naples 32
Bremen 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 8.779
Nome #
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 173
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 170
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 167
Correction of historical records to improve the reliability of design wind speeds 155
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 149
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 147
A life cycle cost model for floating offshore wind farms 147
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 144
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 144
An experimental investigation into the interaction among walkers in groups and crowds 140
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 139
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 134
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 134
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 134
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 131
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 131
Wind Profiles Identification using Wind Lidars: an Application to the Area of Lametia Terme 130
Effects of Downsampling on the Prediction of the Italian Extreme Winds 129
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 129
A linear model for structures with Tuned Mass Dampers 129
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 128
Aerodynamic stability of ice-accreted bridge cables 127
A probabilistic framework to the design of HAWTs subjected to combined wind and seismic actions: preliminary results 127
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 125
Wind energy into the future: The challenge of deep-water wind farms 123
Wake interference and vortex shedding triggering between two square cylinders in a two dimensional flow field 122
I due crolli del pont de Quebéc: una lezione da non dimenticare 122
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 122
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 122
A design oriented mathematical model for the control of wind excited structures 120
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 120
Wind pressures on a large span canopy roof 120
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview after the first four years of activity 117
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 117
The Climatic Action Uncertainty Chain 116
Lateral stability of footbridges subjected to crowd loading 116
A steel suspended deck arch bridge over "Torrente Gravina" 115
Pedestrian-induced Lateral Forces on Footbridges 114
IL CROLLO DEL PONTE DI TACOMA, SETTANT’ANNI DOPO 114
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 114
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 113
A semi-active TMD control law applied to the wind benchmark building 112
The aerodynamic characteristics of twin column, high rise bridge towers 112
Validation of a TLP wind turbine numerical model against model-scale tests under regular and irregular waves 111
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 111
Progetto di un ponte ad arco a struttura metallica sul torrente gravina 111
Tuned vibration absorbers with dry friction damping 109
Experimental validation and calibration of pedestrian loading models for footbridges 109
Experimental identification of pedestrian-induced lateral forces on footbridges 108
Wind induced vibrations of high-rise bridge towers 108
Design of footbridges against pedestrian-induced vibrations 108
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 108
Feasibility analysis for floating offshore wind energy 106
Numerical Investigation of a TLP Wind Turbine Under Wind and Wave Loads 105
Risposta all’Azione del Vento di Strutture Dotate di Dissipatori con Memoria Viscoelastica 104
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 104
Uncertainty in dynamic properties of flexible buildings to wind load 103
Risposta transitoria di travi appoggiate a carichi viaggianti 103
Calibration of the Parent Distribution method for the assessment of return wind speeds and agreement with Extreme Value analysis 102
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 102
Design procedures for footbridges subjected to walking loads: comparison and remarks 102
Time-domain response of linear hysteretic systems to deterministic and random excitations 101
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 101
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 100
Effects of ice accretion on the aerodynamics of bridge cables 100
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 100
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 100
Load-carrying capacity of compressed wall-like RC columns strengthened with FRP 100
The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings 99
Probabilistic assessment of footbridge response to single walkers 99
Dynamic Modelling of a Spar Buoy Wind Turbine 97
Comparison of wind LIDAR measurements with predictions from airport data 97
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 96
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 96
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 96
Tuned mass dampers to reduce the wind excited response of structures 95
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 95
Sulla verifica di stabilità delle piattabande 95
Pressure distribution and aerodynamic forces on stationary box bridge sections 95
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 95
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 94
La sincronizzazione: le lezioni dell’Ingegneria del Vento e la loro applicazione all’interazione folla-struttura 94
L’utilizzo di calcestruzzo autocompattante (SSC) per la realizzazione del ponte Don Bosco a Napoli 94
Peak Response of HAWTs to Wind and Seismic Actions 94
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 93
Transient response of supported beams to moving forces with sinusoidal time variation 93
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 92
Experimental study of the effect of icing on the aerodynamics of circular cylinders - Part I: Cross flow 92
I viadotti continui in C.A.P.: aspetti teorici e progettuali 91
Towards the Second Generation Eurocodes: Evolution of EN 1991-1-4 Wind Actions 91
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 91
Towards Design guidelines for wind-resistant street architecture 90
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 90
Lateral pedestrian-induced vibrations of footbridges: experimental evaluation of walking forces 90
On the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys 89
Lo stato limite di fatica nelle strutture a comportamento viscoelastico soggette all’azione del vento 89
Understanding and controlling wind-induced vibrations of bridge cables: Conclusions from the Femern Crossing research project 89
Vulnerability of the urban and rural environment to extreme winds: the February 28 event in Italy 89
Some aspects of the wind loads on bridge towers 88
Effects of viscoelastic memory on the buffeting response of tall buildings 88
Totale 11.186
Categoria #
all - tutte 59.094
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 59.094


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
2025/20267.738 306 345 502 650 706 5.229 0 0 0 0 0 0
Totale 17.710