IRIS
RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
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Continente #
EU - Europa 3.227
NA - Nord America 3.097
AS - Asia 791
SA - Sud America 29
Continente sconosciuto - Info sul continente non disponibili 17
OC - Oceania 17
AF - Africa 10
Totale 7.188
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Nazione #
US - Stati Uniti d'America 3.072
IE - Irlanda 1.009
IT - Italia 631
UA - Ucraina 536
GB - Regno Unito 421
CN - Cina 282
SG - Singapore 216
TR - Turchia 174
GR - Grecia 160
FI - Finlandia 143
DE - Germania 115
FR - Francia 83
VN - Vietnam 36
BE - Belgio 33
IN - India 23
NL - Olanda 22
SE - Svezia 22
CA - Canada 20
HK - Hong Kong 20
EU - Europa 17
AU - Australia 16
BR - Brasile 16
CZ - Repubblica Ceca 12
KR - Corea 10
PL - Polonia 10
JP - Giappone 9
CO - Colombia 8
DK - Danimarca 8
IR - Iran 8
EG - Egitto 7
LV - Lettonia 4
MX - Messico 4
RO - Romania 3
AR - Argentina 2
CH - Svizzera 2
ES - Italia 2
HR - Croazia 2
ID - Indonesia 2
IL - Israele 2
MY - Malesia 2
NO - Norvegia 2
PH - Filippine 2
PT - Portogallo 2
RU - Federazione Russa 2
UY - Uruguay 2
AT - Austria 1
AZ - Azerbaigian 1
BG - Bulgaria 1
CL - Cile 1
HN - Honduras 1
JO - Giordania 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
NZ - Nuova Zelanda 1
SC - Seychelles 1
TH - Thailandia 1
TN - Tunisia 1
TW - Taiwan 1
ZA - Sudafrica 1
Totale 7.188
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Città #
Dublin 1.005
Jacksonville 857
Chandler 388
Santa Clara 205
Princeton 166
Roxbury 166
Ann Arbor 128
Singapore 128
Beijing 123
Cambridge 111
Des Moines 72
Wilmington 60
Medford 57
Napoli 57
Woodbridge 54
New York 46
Dong Ket 34
Istanbul 32
Bremen 31
Rome 30
Los Angeles 27
Brussels 25
Jinan 18
Naples 18
Shanghai 17
Houston 16
Munich 16
Trento 16
Mountain View 13
Redwood City 13
Ashburn 12
Boardman 11
Buffalo 11
Brno 10
Caserta 10
Helsinki 10
Milan 10
Montreal 10
Aquila 9
Auburn Hills 9
Düsseldorf 9
Aversa 8
Hong Kong 8
Nanjing 8
Pignone 8
Radebeul 8
Wuhan 8
Boston 7
Greenwich 7
London 7
Ningbo 7
Shenyang 7
Bologna 6
Eindhoven 6
Hebei 6
Norwalk 6
Phoenix 6
Pune 6
Ripacandida 6
Seattle 6
Watford 6
Zhengzhou 6
Ankara 5
Brasília 5
Catanzaro 5
Florence 5
Groningen 5
Grosseto 5
Guangzhou 5
Hangzhou 5
Izmir 5
Leicester 5
Longyan 5
Shijiazhuang 5
Siano 5
Taiyuan 5
Aarhus 4
Brussel 4
Bucaramanga 4
Central 4
Dearborn 4
Fremont 4
Gdansk 4
Laval 4
Melito Di Napoli 4
Modena 4
Salerno 4
Santiago de Cali 4
Secaucus 4
Taranto 4
Uijeongbu-si 4
Almelo 3
Bobrowniki Male 3
Brignano Gera D'adda 3
Busto Arsizio 3
Cairo 3
Casalnuovo Di Napoli 3
Catania 3
Domicella 3
Garching 3
Totale 4.340
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Nome #
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 117
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 102
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 94
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 92
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 83
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 77
IL CROLLO DEL PONTE DI TACOMA, SETTANT’ANNI DOPO 71
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 69
Wake interference and vortex shedding triggering between two square cylinders in a two dimensional flow field 66
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 66
An experimental investigation into the interaction among walkers in groups and crowds 65
Pedestrian-induced Lateral Forces on Footbridges 64
Wind Profiles Identification using Wind Lidars: an Application to the Area of Lametia Terme 64
Experimental identification of pedestrian-induced lateral forces on footbridges 63
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 63
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview after the first four years of activity 62
Risposta all’Azione del Vento di Strutture Dotate di Dissipatori con Memoria Viscoelastica 60
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 60
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 59
Lateral stability of footbridges subjected to crowd loading 59
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 58
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 58
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 58
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 57
Risposta transitoria di travi appoggiate a carichi viaggianti 57
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 57
The aerodynamic characteristics of twin column, high rise bridge towers 57
Experimental validation and calibration of pedestrian loading models for footbridges 57
Correction of historical records to improve the reliability of design wind speeds 56
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 56
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 56
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 56
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 54
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 53
Wind induced vibrations of high-rise bridge towers 53
I due crolli del pont de Quebéc: una lezione da non dimenticare 53
Peak Response of HAWTs to Wind and Seismic Actions 53
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 53
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 53
Wind pressures on a large span canopy roof 53
A linear model for structures with Tuned Mass Dampers 51
Aerodynamic stability of ice-accreted bridge cables 51
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 50
Tuned mass dampers to reduce the wind excited response of structures 50
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 50
Sulla verifica di stabilità delle piattabande 49
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 48
A design oriented mathematical model for the control of wind excited structures 48
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 48
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 48
Design procedures for footbridges subjected to walking loads: comparison and remarks 48
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 47
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 47
On the wind loading mechanism of long-span bridge deck box sections 47
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 47
Time-domain response of linear hysteretic systems to deterministic and random excitations 46
Towards Design guidelines for wind-resistant street architecture 46
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 46
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 46
A life cycle cost model for floating offshore wind farms 46
On the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys 45
Some characteristics of the wind flow in the lower Urban Boundary Layer 45
Wind Loads on a Pair of Long Prisms of Square Cross-Section 44
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 44
Fatigue analyses of buildings with viscoelastic dampers 44
Lateral pedestrian-induced vibrations of footbridges: experimental evaluation of walking forces 44
I viadotti continui in C.A.P.: aspetti teorici e progettuali 44
A steel suspended deck arch bridge over "Torrente Gravina" 44
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 44
Some aspects of the wind loads on bridge towers 43
A semi-active TMD control law applied to the wind benchmark building 43
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 43
Lateral walking-induced forces on footbridges 43
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 43
Tuned vibration absorbers with dry friction damping 43
Dynamic Modelling of a Spar Buoy Wind Turbine 43
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 43
Probabilistic vs. deterministic assessment of the minimum structural damping required to prevent galloping of dry bridge hangers 43
Un modello meccanico per dispositivi viscoelastici di dissipazione di energia per la protezione sismica dei ponti 42
Pressure distribution, aerodynamic forces and dynamic response of box bridge sections 42
Semi-Active Tuned Mass Damper Control Strategy for Wind Excited Structures 42
Evaluation of bridge flutter derivatives from the wind excited vibration of section models 42
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 41
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 41
Wind resistant street architecture 40
BARC: a benchmark on the aerodynamics of a rectangular 5:1 cylinder 40
Le linee di influenza nella determinazione degli effetti della precompressione 40
Mass Damper control of wind excited tall buildings: LQR vs. H-infinity techniques 39
Identification of the wind excitation mechanism of long span bridge decks through wind tunnel testing 39
Pressure distribution and aerodynamic forces on stationary box bridge sections 39
Proper Orthogonal Decomposition to understand and simplify wind loads 39
Design of footbridges against pedestrian-induced vibrations 39
Progetto di un ponte ad arco a struttura metallica sul torrente gravina 39
Characterisation of pressure fluctuations on the leeward and side faces of rectangular buildings and accuracy of the quasi steady loads 38
Influence of coupling of two box decks 38
Effects of viscoelastic memory on the buffeting response of tall buildings 38
Transient response of supported beams to moving forces with sinusoidal time variation 38
Una procedura sperimentale per la valutazione dell’interazione dinamica tra pedoni e passerelle pedonali 38
Probabilistic Assessment of the Galloping Stability of Ice-Accreted Bridge Hangers 37
Towards the Second Generation Eurocodes: Evolution of EN 1991-1-4 Wind Actions 37
Totale 5.176
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Categoria #
all - tutte 32.945
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 32.945
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020648 0 0 0 0 180 14 186 38 74 64 71 21
2020/20211.099 23 17 135 31 200 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
2024/2025420 39 25 35 72 249 0 0 0 0 0 0 0
Totale 7.529