IRIS
PICCARDO, GIUSEPPE
 Distribuzione geografica
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Continente #
EU - Europa 16.034
AS - Asia 2.092
NA - Nord America 1.856
Continente sconosciuto - Info sul continente non disponibili 238
SA - Sud America 180
AF - Africa 40
OC - Oceania 5
Totale 20.445
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Nazione #
IT - Italia 15.697
US - Stati Uniti d'America 1.749
SG - Singapore 837
CN - Cina 584
VN - Vietnam 300
FR - Francia 162
BD - Bangladesh 120
BR - Brasile 111
HK - Hong Kong 62
CA - Canada 45
DE - Germania 39
IN - India 33
FI - Finlandia 30
JP - Giappone 28
GB - Regno Unito 22
AR - Argentina 19
MX - Messico 18
CO - Colombia 16
IQ - Iraq 15
ES - Italia 14
NL - Olanda 14
CL - Cile 13
PH - Filippine 13
SA - Arabia Saudita 13
TH - Thailandia 13
EC - Ecuador 11
JM - Giamaica 9
PK - Pakistan 9
ZA - Sudafrica 9
ID - Indonesia 8
NP - Nepal 7
RO - Romania 7
BB - Barbados 6
CR - Costa Rica 6
EG - Egitto 6
JO - Giordania 6
MY - Malesia 6
TW - Taiwan 6
CH - Svizzera 5
LT - Lituania 5
PE - Perù 5
TR - Turchia 5
AT - Austria 4
AU - Australia 4
BG - Bulgaria 4
BZ - Belize 4
CM - Camerun 4
GT - Guatemala 4
IE - Irlanda 4
KR - Corea 4
SE - Svezia 4
CZ - Repubblica Ceca 3
HN - Honduras 3
PT - Portogallo 3
RU - Federazione Russa 3
UZ - Uzbekistan 3
VE - Venezuela 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BF - Burkina Faso 2
CU - Cuba 2
DZ - Algeria 2
IL - Israele 2
LK - Sri Lanka 2
MA - Marocco 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
PL - Polonia 2
PR - Porto Rico 2
SC - Seychelles 2
SN - Senegal 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
UA - Ucraina 2
AL - Albania 1
BE - Belgio 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CD - Congo 1
CG - Congo 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GA - Gabon 1
GE - Georgia 1
GN - Guinea 1
GP - Guadalupe 1
GR - Grecia 1
IR - Iran 1
KE - Kenya 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
LV - Lettonia 1
LY - Libia 1
MN - Mongolia 1
MT - Malta 1
PA - Panama 1
PG - Papua Nuova Guinea 1
PY - Paraguay 1
Totale 20.198
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Città #
Genova 8.903
Genoa 4.161
Rapallo 1.260
Vado Ligure 1.139
San Jose 558
Singapore 444
Ashburn 312
Lauterbourg 138
Beijing 124
Ho Chi Minh City 88
Hanoi 69
New York 64
Hong Kong 57
Santa Clara 50
Los Angeles 33
Milan 31
Frankfurt am Main 29
Helsinki 29
Rome 26
Tokyo 26
Bordighera 25
Council Bluffs 20
Dallas 14
Orem 14
Chicago 13
Haiphong 13
Buffalo 11
St Louis 11
São Paulo 11
Tianjin 11
Boardman 9
Mexico City 9
Toronto 9
Amsterdam 8
Da Nang 8
Naples 8
Phoenix 8
Riyadh 8
Santiago 8
Atlanta 7
Brooklyn 7
Chennai 7
Denver 7
Houston 7
Montreal 7
Philadelphia 7
San Francisco 7
Turin 7
Amman 6
Bologna 6
Bridgetown 6
Bắc Ninh 6
Des Moines 6
Guangzhou 6
Kingston 6
Louisville 6
San Antonio 6
Shanghai 6
Baghdad 5
Bangkok 5
Belo Horizonte 5
Biên Hòa 5
Bogotá 5
Boston 5
Cairo 5
Calgary 5
Can Tho 5
Curitiba 5
Lahore 5
Las Vegas 5
Livorno 5
Memphis 5
Miami 5
The Bronx 5
Thái Nguyên 5
Zurich 5
Baltimore 4
Cardiff 4
Douala 4
Dublin 4
Guayaquil 4
Indpls 4
Jeddah 4
Kuala Lumpur 4
Lawrenceville 4
Leander 4
Medellín 4
Ninh Bình 4
Ocala 4
Paris 4
Phủ Lý 4
Piscataway 4
Quito 4
Seattle 4
St. Cloud 4
Timișoara 4
Basingstoke 3
Belize City 3
Bình Phước 3
Bắc Giang 3
Totale 18.064
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Nome #
3-D wind-excited response of slender structures: Closed form solution 263
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 226
A numerical algorithm for the aerodynamic identification of structures 223
3-D gust effect factor for slender vertical structures 215
A linear curved-beam model for the analysis of galloping in suspended cables 211
Aeroelastic stability of a symmetric multi-body section model 210
A continuous approach to the aeroelastic stability of suspended cables in 1:2 internal resonance 206
A direct approach for the evaluation of the conventional modes within the GBT formulation 205
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 200
A Methodology for the Study of Coupled Aeroelastic Phenomena 200
A first step towards a map of Italian extreme winds. Part 1: General principles and analysis methodology 195
A first step towards a map of Italian extreme winds. Part 2: Results, ripercussion on standards, design implications 195
A GBT Model for the Analysis of Composite Steel-Concrete Beams with Partial Shear Interaction 186
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 179
Critical conditions of galloping for inclined square cylinders 178
Some critical issues on the distribution of the maximum value of the wind-excited response of structures 176
A complete dynamic approach to the Generalized Beam Theory cross‐section analysis including extension and shear modes 174
A critical analysis of simplified procedures for footbridges’ serviceability assessment 173
"A flexible multi-body model for the dynamics and aeroelastic stability of cable-supported bridge cross-sections." 172
Dynamic modeling of taut strings carrying a traveling mass 170
A loading model for the interpretation of lateral vibrations of flexible footbridges 168
"Passive control of the aeroelastic instability of a symmetric multi-body sectional model" 167
Analytical methods for estimating the gust-excited response of cantilever vertical structures 167
A refined model for calculating 3-D equivalent static wind forces on structures 165
A Nonlinear Model of Curved Beam for the Analysis of Galloping of Suspended Cables 164
A nonlinear discrete model for wind-excited suspended cables 163
Full scale behavior of a small size vertical axis wind turbine 163
A generalized gust factor technique for evaluating the wind–induced response of aeroelastic structures sensitive to vortex-induced vibrations 161
Partial interaction analysis of multi-component members with the D-GBT approach 161
Double modal transformation and wind engineering applications 160
Statistical analysis of high return period wind speeds 160
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 159
3-D gust effects on slender vertical structures 159
Dynamic Identification of a Vertical Axis Wind Turbine 157
The three-hinged arch as an example of piezomechanic passive controlled structure 156
Generalized equivalent spectrum technique 155
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 155
Linear instability mechanisms for coupled translational galloping 154
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 153
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 152
Aeroelastic behavior of complex lighting poles and antenna masts 150
Aeroelastic forces on yawed circular cylinders: quasi-steady modelling and aerodynamic instability 149
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 148
Non-linear Galloping of Sagged Cables in 1:2 Internal Resonance 145
Human-Induced Vibrations on Two Lively Footbridges in Milan 144
Closed form prediction of 3-D wind-excited response of slender structures. 143
Analytical and numerical approaches to nonlinear galloping of internally-resonant suspended cables 142
'Theoretical and experimental response of a steel-arch footbridge 142
Dynamics of taut strings traveled by train of forces 142
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 142
Turbulence effects on lateral galloping of prismatic structures 138
A reduced model for nonlinear response of cables in turbulent wind 138
Uncertainties in the evaluation of one degree-of-freedom galloping onset 138
An explicit solution for the dynamics of a taut string of finite length carrying a traveling mass: the subsonic case 138
Passive control of human-induced footbridge vibrations 137
Bimodal planar galloping of suspended cables in 1:1 internal resonance 137
"Aeroelastic stability of a symmetric multi-body sectional model" 136
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 136
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 134
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 134
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 134
A revisitation of the paradox of discontinuous trajectory for a mass particle moving on a taut string 134
Generalised beam theory (GBT) for stiffened sections 134
Vibration serviceability of footbridges: a closed-form solution 133
A novel straightforward dynamic approach for the evaluation of extensional modes within GBT ‘cross-section analysys’ 132
Non-linear discrete models for the stochastic analysis of cables in turbulent wind 131
Nonlinear Generalized Beam Theory for open thin-walled members 131
Vibrazioni di una passerella pedonale ad arco ribassato 130
Multi-modal nonlinear galloping in suspended cables: analytical and numerical approaches 129
On the contribution of Angelo Luongo to Mechanics: in honor of his 60th birthday 129
Galloping critical conditions on yawed square cylinders 126
Statistical analysis of extreme wind speeds in the Straits of Messina 126
3-D Gust Effect Factor including aeroelastic effects 126
Introduzione ai fenomeni aeroelastici nell'ingegneria strutturale 125
A spectral model for pedestrian loading of footbridges 125
The new CNR-DT 207/2008 guidelines on actions and effects of wind on structures 124
Probabilistic analysis of Italian extreme wind: Reference velocity and return criterion 124
Bluff-body aerodynamics: Research challenges from wind engineering 123
Instability Mechanisms of Skewed Circular Cylinders 123
Influence of wind mean force on cable aeroelastic instability 121
The new Italian map of extreme wind speeds 120
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 119
Wind-excited response of harbor crane structural elements 119
On the effect of twist angle on nonlinear galloping of suspended cables 119
Double modal transformation in continuous modeling 118
Uncertainty propagation in the serviceability assessment of footbridges 118
Quasi-static model for the aerodynamic instability of yawed circular cylinders 117
Analisi probabilistica della velocità media del vento nello Stretto di Messina 117
Postcritical behavior of cables undergoing two simultaneous galloping modes 116
Wind pressure measurements on a vaulted canopy roof 116
Probabilistic 3-D turbulence modeling for gust buffeting of structures 115
Stability analysis of taut strings carrying a moving mass 115
The role of walking parameter variability in serviceability assessment of footbridges 115
Weakly nonlinear dynamics of taut strings traveled by a single moving force 115
Effetti statici e dinamici su cavi portanti di funivie bifune soggetti all'azione del vento 114
Non-linear galloping of iced suspended cables with two-to-one internal resonance 114
Stabilità aeroelastica flesso-torsionale di sezioni doppiamente simmetriche 114
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 114
Dynamic analysis of taut strings subjected to trains of moving forces 113
Dry galloping in inclined cables: Linear stability analysis 113
Totale 14.850
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Categoria #
all - tutte 62.767
article - articoli 34.109
book - libri 0
conference - conferenze 24.327
curatela - curatele 290
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.041
Totale 125.534
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.740 31 146 93 177 63 164 117 414 67 158 120 190
2022/20231.559 146 90 11 177 249 262 18 127 296 15 140 28
2023/2024701 37 133 19 80 39 81 36 52 52 28 55 89
2024/20252.712 131 248 161 141 332 275 303 406 116 116 192 291
2025/20265.858 499 180 656 469 614 480 902 299 406 651 294 408
2026/2027534 534 0 0 0 0 0 0 0 0 0 0 0
Totale 20.445