IRIS
RICCIARDELLI, Francesco d'Assisi
 Distribuzione geografica
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Continente #
EU - Europa 3.170
NA - Nord America 2.876
AS - Asia 686
SA - Sud America 24
Continente sconosciuto - Info sul continente non disponibili 17
OC - Oceania 17
AF - Africa 9
Totale 6.799
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Nazione #
US - Stati Uniti d'America 2.854
IE - Irlanda 1.009
IT - Italia 596
UA - Ucraina 536
GB - Regno Unito 421
CN - Cina 273
SG - Singapore 168
GR - Grecia 160
TR - Turchia 142
FI - Finlandia 135
DE - Germania 105
FR - Francia 83
VN - Vietnam 36
BE - Belgio 33
SE - Svezia 22
IN - India 21
NL - Olanda 20
CA - Canada 17
EU - Europa 17
AU - Australia 16
BR - Brasile 12
CZ - Repubblica Ceca 11
HK - Hong Kong 11
PL - Polonia 10
JP - Giappone 9
CO - Colombia 8
DK - Danimarca 8
IR - Iran 8
KR - Corea 8
EG - Egitto 7
LV - Lettonia 4
MX - Messico 4
RO - Romania 3
AR - Argentina 2
CH - Svizzera 2
HR - Croazia 2
ID - Indonesia 2
IL - Israele 2
NO - Norvegia 2
PH - Filippine 2
PT - Portogallo 2
RU - Federazione Russa 2
UY - Uruguay 2
AT - Austria 1
BG - Bulgaria 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 6.799
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Città #
Dublin 1.005
Jacksonville 857
Chandler 388
Princeton 166
Roxbury 166
Ann Arbor 128
Beijing 122
Cambridge 111
Singapore 93
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 25
Jinan 18
Shanghai 17
Houston 16
Trento 16
Mountain View 13
Redwood City 13
Ashburn 12
Boardman 11
Naples 11
Brno 10
Caserta 10
Montreal 10
Aquila 9
Auburn Hills 9
Düsseldorf 9
Milan 9
Aversa 8
Nanjing 8
Pignone 8
Radebeul 8
Boston 7
Greenwich 7
London 7
Ningbo 7
Santa Clara 7
Shenyang 7
Wuhan 7
Bologna 6
Buffalo 6
Eindhoven 6
Hebei 6
Munich 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
Shijiazhuang 5
Siano 5
Taiyuan 5
Zhengzhou 5
Aarhus 4
Brussel 4
Bucaramanga 4
Central 4
Dearborn 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
Karlsruhe 3
Kolkata 3
Marigliano 3
Mashhad 3
Totale 4.038
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Nome #
Wind tunnel study on the aerodynamics of a 5:1 rectangular cylinder in smooth flow 116
Probabilistic Assessment of the peak response of horizontal axis wind turbines to wind and seismic actions 98
Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians 90
Aspetti controversi della verifica delle passerelle pedonali nei confronti delle azioni antropiche 89
Valutazione dei fenomeni di instabilità elasto-plastica attraverso il metodo degli elementi finiti 82
Some Results on the Vulnerability Assessment of HAWTs Subjected to Wind and Seismic Actions 74
Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. 65
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
Sui metodi approssimati di verifica a pressoflessione deviata per le sezioni in cemento armato 65
An experimental investigation into the interaction among walkers in groups and crowds 64
Pedestrian-induced Lateral Forces on Footbridges 62
Experimental identification of pedestrian-induced lateral forces on footbridges 62
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 59
Deterministic and probabilistic serviceability assessment of footbridge vibrations due to a single walker crossing 59
L’effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all’azione del vento 58
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decompositio 58
Lateral stability of footbridges subjected to crowd loading 57
Risposta transitoria di travi appoggiate a carichi viaggianti 56
Analisi dei carichi da vento su una coppia di cilindri a sezione quadrata mediante decomposizione ortogonale 56
Analisi delle caratteristiche dei campi di vento a bassa quota in ambiente urbano 56
Probability distribution of footbridge peak acceleration to single and multiple crossing walkers 56
The aerodynamic characteristics of twin column, high rise bridge towers 55
State Space Formulation for Linear Viscoelastic Dynamic Systems With Memory 55
Aerodynamics of bridge hangers in smooth and turbulent flow and implications on aeroelastic stability 55
L’utilizzo di calcestruzzo autocompattante (scc) per la realizzazione del ponte don bosco a napoli 53
Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications 53
Analysis of the wind loading of a bridge deck box section using Proper Orthogonal Decomposition 52
Experimental validation and calibration of pedestrian loading models for footbridges 52
I due crolli del pont de Quebéc: una lezione da non dimenticare 52
Proceedings of the XV Conference of the Italian Association for Wind Engineering IN-VENTO 2018 52
Wind pressures on a large span canopy roof 52
Wind induced vibrations of high-rise bridge towers 51
Istruzioni pel la valutazione delle azioni e degli effetti del vento sulle costruzioni. 51
Analisi della risposta e verifica di ponti pedonali nei confronti delle azioni antropiche 51
A linear model for structures with Tuned Mass Dampers 50
Peak Response of HAWTs to Wind and Seismic Actions 50
Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads 50
The span-wise correlation of aerodynamic forces on a rectangular cylinder for different vibration regimes 49
Tuned mass dampers to reduce the wind excited response of structures 49
Aerodynamic stability of ice-accreted bridge cables 49
Sulla verifica di stabilità delle piattabande 48
Experimental modelling of the dynamic behaviour of a spar buoy wind turbine 48
Passive vs. Active Mass Damper Control of Wind Excited Tall Buildings 47
Mass Damper control of wind excited tall buildings: LQR vs. H∞ techniques 47
The new CNR-DT 207/2008 Guidelines on Actions and Effects of Wind on Structures 47
Controllo semiattivo mediante masse accordate di strutture soggette al vento - Parte I: Criteri di ottimizzazione per forzante a spettro piatto 46
I domini di rottura per il progetto e la verifica delle sezioni in c.a.p 46
Analysis of the wind loading of square cylinders using Covariance Proper Transformation 46
A design oriented mathematical model for the control of wind excited structures 45
Time-domain response of linear hysteretic systems to deterministic and random excitations 45
Towards Design guidelines for wind-resistant street architecture 45
On the wind loading mechanism of long-span bridge deck box sections 45
Aerodynamic coefficients of stationary dry incined bridge cables in laminar flow 45
Design procedures for footbridges subjected to walking loads: comparison and remarks 45
On the amount of Tuned Mass to be added for the reduction of the shedding induced response of chimneys 44
Some characteristics of the wind flow in the lower Urban Boundary Layer 44
Wind Loads on a Pair of Long Prisms of Square Cross-Section 43
Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder 43
Fatigue analyses of buildings with viscoelastic dampers 43
Lateral pedestrian-induced vibrations of footbridges: experimental evaluation of walking forces 43
I viadotti continui in C.A.P.: aspetti teorici e progettuali 43
Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: an overview four years later 43
A comparative analysis of construction costs of onshore and shallow- and deep-water offshore wind farms 43
Some aspects of the wind loads on bridge towers 42
Analysis of wind loading using Spectral Proper Transformation: application to a square cylinder and a bridge deck 42
Assessment of the structural damping required to prevent galloping of dry HDPE stay cables using the quasi steady approach 42
A life cycle cost model for floating offshore wind farms 42
Un modello meccanico per dispositivi viscoelastici di dissipazione di energia per la protezione sismica dei ponti 41
Pressure distribution, aerodynamic forces and dynamic response of box bridge sections 41
A semi-active TMD control law applied to the wind benchmark building 41
Lateral walking-induced forces on footbridges 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
Analisi sperimentale delle forze orizzontali trasmesse dai pedoni al suolo 41
Dynamic Modelling of a Spar Buoy Wind Turbine 41
Tuned vibration absorbers with dry friction damping 40
A steel suspended deck arch bridge over "Torrente Gravina" 40
Probabilistic vs. deterministic assessment of the minimum structural damping required to prevent galloping of dry bridge hangers 40
Wind resistant street architecture 39
BARC: a benchmark on the aerodynamics of a rectangular 5:1 cylinder 39
Le linee di influenza nella determinazione degli effetti della precompressione 39
Verifica delle passerelle pedonali nei confronti delle azioni antropiche: confronto tra approcci normativi 39
Identification of the wind excitation mechanism of long span bridge decks through wind tunnel testing 38
Pressure distribution and aerodynamic forces on stationary box bridge sections 38
Proper Orthogonal Decomposition to understand and simplify wind loads 38
Mass Damper control of wind excited tall buildings: LQR vs. H-infinity techniques 37
Characterisation of pressure fluctuations on the leeward and side faces of rectangular buildings and accuracy of the quasi steady loads 37
Influence of coupling of two box decks 37
Transient response of supported beams to moving forces with sinusoidal time variation 37
Una procedura sperimentale per la valutazione dell’interazione dinamica tra pedoni e passerelle pedonali 37
Design of footbridges against pedestrian-induced vibrations 37
Numerical Modelling of the MIT/NREL TLP Wind Turbine and Comparison with the Experimental Results 37
Effects of viscoelastic memory on the buffeting response of tall buildings 36
Probabilistic Assessment of the Galloping Stability of Ice-Accreted Bridge Hangers 35
Multi-hazard assessment of steel hangar structures subjected to seismic and wind loads 35
Thee issues concerning the statistics of mean and extreme wind speeds 35
Evoluzione storica delle normative per la valutazione delle azioni del vento sulle costruzioni ed implicazioni sulla progettazione delle strutture metalliche 35
Totale 4.968
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Categoria #
all - tutte 28.520
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 28.520
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2023/2024877 75 38 36 50 293 66 41 16 8 28 77 149
2024/202531 31 0 0 0 0 0 0 0 0 0 0 0
Totale 7.140