IRIS
RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
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Continente #
EU - Europa 3.132
NA - Nord America 2.862
AS - Asia 517
SA - Sud America 21
Continente sconosciuto - Info sul continente non disponibili 17
OC - Oceania 17
AF - Africa 9
Totale 6.575
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Nazione #
US - Stati Uniti d'America 2.840
IE - Irlanda 1.009
IT - Italia 588
UA - Ucraina 536
GB - Regno Unito 421
CN - Cina 273
GR - Grecia 160
TR - Turchia 142
FI - Finlandia 135
DE - Germania 96
FR - Francia 83
VN - Vietnam 36
BE - Belgio 26
SE - Svezia 22
NL - Olanda 20
IN - India 19
CA - Canada 17
EU - Europa 17
AU - Australia 16
BR - Brasile 12
HK - Hong Kong 11
JP - Giappone 9
DK - Danimarca 8
IR - Iran 8
KR - Corea 8
EG - Egitto 7
PL - Polonia 6
CO - Colombia 5
LV - Lettonia 4
MX - Messico 4
RO - Romania 3
SG - Singapore 3
AR - Argentina 2
CH - Svizzera 2
HR - Croazia 2
ID - Indonesia 2
NO - Norvegia 2
PH - Filippine 2
PT - Portogallo 2
RU - Federazione Russa 2
UY - Uruguay 2
AT - Austria 1
BG - Bulgaria 1
CZ - Repubblica Ceca 1
ES - Italia 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
Totale 6.575
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Città #
Dublin 1.005
Jacksonville 857
Chandler 388
Princeton 166
Roxbury 166
Ann Arbor 128
Beijing 122
Cambridge 111
Des Moines 72
Wilmington 60
Medford 57
Napoli 57
Woodbridge 54
New York 46
Dong Ket 34
Bremen 31
Rome 30
Los Angeles 26
Brussels 20
Jinan 18
Shanghai 17
Houston 16
Trento 16
Mountain View 13
Redwood City 13
Ashburn 12
Boardman 11
Naples 11
Caserta 10
Montreal 10
Aquila 9
Auburn Hills 9
Düsseldorf 9
Aversa 8
Nanjing 8
Pignone 8
Radebeul 8
Boston 7
Greenwich 7
London 7
Milan 7
Ningbo 7
Shenyang 7
Wuhan 7
Bologna 6
Eindhoven 6
Hebei 6
Norwalk 6
Phoenix 6
Pune 6
Ripacandida 6
Seattle 6
Watford 6
Ankara 5
Brasília 5
Catanzaro 5
Florence 5
Groningen 5
Grosseto 5
Guangzhou 5
Hangzhou 5
Izmir 5
Leicester 5
Longyan 5
Santa Clara 5
Shijiazhuang 5
Siano 5
Taiyuan 5
Zhengzhou 5
Aarhus 4
Brussel 4
Bucaramanga 4
Central 4
Dearborn 4
Laval 4
Melito Di Napoli 4
Modena 4
Salerno 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
Kolkata 3
Marigliano 3
Mashhad 3
Melfi 3
Mexico 3
Monash 3
Nanchang 3
New Delhi 3
Nottingham 3
Palmanova 3
Totale 3.924
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Nome #
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 113
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 96
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 88
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 85
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 81
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 73
Wake interference and vortex shedding triggering between two square cylinders in a two dimensional flow field 65
IL CROLLO DEL PONTE DI TACOMA, SETTANT’ANNI DOPO 65
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 64
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 64
Pedestrian-induced Lateral Forces on Footbridges 62
Experimental identification of pedestrian-induced lateral forces on footbridges 61
Wind Profiles Identification using Wind Lidars: an Application to the Area of Lametia Terme 61
Risposta all’Azione del Vento di Strutture Dotate di Dissipatori con Memoria Viscoelastica 59
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview after the first four years of activity 58
An experimental investigation into the interaction among walkers in groups and crowds 58
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 57
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 57
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 57
Lateral stability of footbridges subjected to crowd loading 56
Risposta transitoria di travi appoggiate a carichi viaggianti 55
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 55
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 55
The aerodynamic characteristics of twin column, high rise bridge towers 54
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 54
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 54
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 53
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 53
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 52
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 51
Wind pressures on a large span canopy roof 51
Wind induced vibrations of high-rise bridge towers 50
I due crolli del pont de Quebéc: una lezione da non dimenticare 50
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 50
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 50
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 50
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 49
Experimental validation and calibration of pedestrian loading models for footbridges 49
Tuned mass dampers to reduce the wind excited response of structures 48
Sulla verifica di stabilità delle piattabande 48
A linear model for structures with Tuned Mass Dampers 48
Aerodynamic stability of ice-accreted bridge cables 48
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 48
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 47
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 46
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 46
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 46
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 46
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 46
Peak Response of HAWTs to Wind and Seismic Actions 46
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 45
Design procedures for footbridges subjected to walking loads: comparison and remarks 45
A design oriented mathematical model for the control of wind excited structures 44
Time-domain response of linear hysteretic systems to deterministic and random excitations 44
Towards Design guidelines for wind-resistant street architecture 44
On the wind loading mechanism of long-span bridge deck box sections 44
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 44
On the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys 43
Some characteristics of the wind flow in the lower Urban Boundary Layer 43
Wind Loads on a Pair of Long Prisms of Square Cross-Section 42
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 42
Fatigue analyses of buildings with viscoelastic dampers 42
Lateral pedestrian-induced vibrations of footbridges: experimental evaluation of walking forces 42
I viadotti continui in C.A.P.: aspetti teorici e progettuali 42
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 42
Un modello meccanico per dispositivi viscoelastici di dissipazione di energia per la protezione sismica dei ponti 41
Some aspects of the wind loads on bridge towers 41
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 41
Semi-Active Tuned Mass Damper Control Strategy for Wind Excited Structures 41
Evaluation of bridge flutter derivatives from the wind excited vibration of section models 41
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 41
Pressure distribution, aerodynamic forces and dynamic response of box bridge sections 40
A semi-active TMD control law applied to the wind benchmark building 40
Lateral walking-induced forces on footbridges 40
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 40
Dynamic Modelling of a Spar Buoy Wind Turbine 40
Tuned vibration absorbers with dry friction damping 39
A steel suspended deck arch bridge over "Torrente Gravina" 39
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 39
A life cycle cost model for floating offshore wind farms 39
Wind resistant street architecture 38
BARC: a benchmark on the aerodynamics of a rectangular 5:1 cylinder 38
Le linee di influenza nella determinazione degli effetti della precompressione 38
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 38
Identification of the wind excitation mechanism of long span bridge decks through wind tunnel testing 37
Pressure distribution and aerodynamic forces on stationary box bridge sections 37
Proper Orthogonal Decomposition to understand and simplify wind loads 37
Characterisation of pressure fluctuations on the leeward and side faces of rectangular buildings and accuracy of the quasi steady loads 36
Influence of coupling of two box decks 36
Una procedura sperimentale per la valutazione dell’interazione dinamica tra pedoni e passerelle pedonali 36
Probabilistic vs. deterministic assessment of the minimum structural damping required to prevent galloping of dry bridge hangers 36
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 36
Probabilistic Assessment of the Galloping Stability of Ice-Accreted Bridge Hangers 35
Effects of viscoelastic memory on the buffeting response of tall buildings 35
Transient response of supported beams to moving forces with sinusoidal time variation 35
Simultaneous characterization of wake velocity field, pressures, loading, displacements and accelerations for a dynamic bridge deck model 35
Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof 35
Design of footbridges against pedestrian-induced vibrations 35
Mass Damper control of wind excited tall buildings: LQR vs. H-infinity techniques 34
Multi-hazard assessment of steel hangar structures subjected to seismic and wind loads 34
Totale 4.849
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Categoria #
all - tutte 25.626
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 25.626
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201951 0 0 0 0 0 0 0 0 0 0 27 24
2019/20201.082 242 163 19 10 180 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
2023/2024684 75 38 36 50 293 66 41 16 8 28 33 0
Totale 6.916