IRIS
PICCARDO, GIUSEPPE
 Distribuzione geografica
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Continente #
EU - Europa 15.945
AS - Asia 1.994
NA - Nord America 1.293
SA - Sud America 155
AF - Africa 34
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 1
Totale 19.427
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Nazione #
IT - Italia 15.628
US - Stati Uniti d'America 1.236
SG - Singapore 836
CN - Cina 575
VN - Vietnam 297
FR - Francia 158
BR - Brasile 100
HK - Hong Kong 59
BD - Bangladesh 51
DE - Germania 35
IN - India 30
FI - Finlandia 29
JP - Giappone 27
CA - Canada 23
GB - Regno Unito 22
AR - Argentina 18
MX - Messico 16
IQ - Iraq 15
NL - Olanda 14
PH - Filippine 13
SA - Arabia Saudita 13
TH - Thailandia 13
CO - Colombia 12
ES - Italia 11
CL - Cile 10
ZA - Sudafrica 9
EC - Ecuador 8
PK - Pakistan 8
NP - Nepal 7
RO - Romania 7
EG - Egitto 6
ID - Indonesia 6
JO - Giordania 6
CH - Svizzera 5
TW - Taiwan 5
AT - Austria 4
AU - Australia 4
IE - Irlanda 4
LT - Lituania 4
MY - Malesia 4
SE - Svezia 4
BG - Bulgaria 3
BZ - Belize 3
KR - Corea 3
PE - Perù 3
RU - Federazione Russa 3
TR - Turchia 3
UZ - Uzbekistan 3
VE - Venezuela 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BB - Barbados 2
BF - Burkina Faso 2
CR - Costa Rica 2
CU - Cuba 2
DZ - Algeria 2
GT - Guatemala 2
IL - Israele 2
JM - Giamaica 2
LK - Sri Lanka 2
MA - Marocco 2
OM - Oman 2
PL - Polonia 2
PT - Portogallo 2
SN - Senegal 2
TN - Tunisia 2
UA - Ucraina 2
AL - Albania 1
BE - Belgio 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CD - Congo 1
CG - Congo 1
CZ - Repubblica Ceca 1
EE - Estonia 1
GA - Gabon 1
GE - Georgia 1
GN - Guinea 1
GP - Guadalupe 1
GR - Grecia 1
HN - Honduras 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
NI - Nicaragua 1
PA - Panama 1
PG - Papua Nuova Guinea 1
QA - Qatar 1
RW - Ruanda 1
SK - Slovacchia (Repubblica Slovacca) 1
SO - Somalia 1
TL - Timor Orientale 1
TT - Trinidad e Tobago 1
TZ - Tanzania 1
Totale 19.425
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Città #
Genova 8.903
Genoa 4.161
Rapallo 1.260
Vado Ligure 1.139
San Jose 534
Singapore 444
Ashburn 216
Lauterbourg 138
Beijing 118
Ho Chi Minh City 87
Hanoi 67
Hong Kong 56
New York 55
Santa Clara 43
Helsinki 29
Frankfurt am Main 26
Bordighera 25
Tokyo 25
Milan 22
Los Angeles 19
Council Bluffs 18
Rome 17
Haiphong 13
Orem 13
St Louis 10
São Paulo 10
Tianjin 10
Mexico City 9
Amsterdam 8
Boardman 8
Chicago 8
Da Nang 8
Riyadh 8
Buffalo 7
Chennai 7
Santiago 7
Amman 6
Bắc Ninh 6
Dallas 6
Des Moines 6
Shanghai 6
Turin 6
Baghdad 5
Bangkok 5
Belo Horizonte 5
Biên Hòa 5
Bologna 5
Cairo 5
Can Tho 5
Curitiba 5
Guangzhou 5
Houston 5
Montreal 5
Phoenix 5
San Francisco 5
Thái Nguyên 5
Toronto 5
Zurich 5
Atlanta 4
Bogotá 4
Cardiff 4
Denver 4
Dublin 4
Jeddah 4
Lahore 4
Medellín 4
Miami 4
Ninh Bình 4
Phủ Lý 4
Timișoara 4
Basingstoke 3
Brooklyn 3
Bình Phước 3
Bắc Giang 3
City of London 3
Colombo 3
Duhok 3
Fortaleza 3
Guayaquil 3
Hải Dương 3
Jakarta 3
Kuala Lumpur 3
Livorno 3
Manchester 3
Marseille 3
Memphis 3
Naples 3
Paris 3
Philadelphia 3
Piscataway 3
Quito 3
Quận Bình Thạnh 3
San Antonio 3
Shenzhen 3
Tây Ninh 3
Vienna 3
A Coruña 2
Agliana 2
Arezzo 2
Belize City 2
Totale 17.778
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Nome #
3-D wind-excited response of slender structures: Closed form solution 257
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 219
A numerical algorithm for the aerodynamic identification of structures 216
3-D gust effect factor for slender vertical structures 213
Aeroelastic stability of a symmetric multi-body section model 209
A linear curved-beam model for the analysis of galloping in suspended cables 206
A continuous approach to the aeroelastic stability of suspended cables in 1:2 internal resonance 201
A direct approach for the evaluation of the conventional modes within the GBT formulation 200
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 197
A Methodology for the Study of Coupled Aeroelastic Phenomena 194
A first step towards a map of Italian extreme winds. Part 2: Results, ripercussion on standards, design implications 190
A first step towards a map of Italian extreme winds. Part 1: General principles and analysis methodology 183
A GBT Model for the Analysis of Composite Steel-Concrete Beams with Partial Shear Interaction 183
Critical conditions of galloping for inclined square cylinders 174
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 174
Some critical issues on the distribution of the maximum value of the wind-excited response of structures 173
A critical analysis of simplified procedures for footbridges’ serviceability assessment 171
Dynamic modeling of taut strings carrying a traveling mass 170
A complete dynamic approach to the Generalized Beam Theory cross‐section analysis including extension and shear modes 168
"Passive control of the aeroelastic instability of a symmetric multi-body sectional model" 164
A refined model for calculating 3-D equivalent static wind forces on structures 162
Analytical methods for estimating the gust-excited response of cantilever vertical structures 162
"A flexible multi-body model for the dynamics and aeroelastic stability of cable-supported bridge cross-sections." 162
A Nonlinear Model of Curved Beam for the Analysis of Galloping of Suspended Cables 161
A loading model for the interpretation of lateral vibrations of flexible footbridges 161
Partial interaction analysis of multi-component members with the D-GBT approach 159
Full scale behavior of a small size vertical axis wind turbine 158
A nonlinear discrete model for wind-excited suspended cables 156
Double modal transformation and wind engineering applications 156
A generalized gust factor technique for evaluating the wind–induced response of aeroelastic structures sensitive to vortex-induced vibrations 156
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 155
Statistical analysis of high return period wind speeds 155
3-D gust effects on slender vertical structures 154
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 154
Generalized equivalent spectrum technique 152
Dynamic Identification of a Vertical Axis Wind Turbine 151
Linear instability mechanisms for coupled translational galloping 149
Aeroelastic behavior of complex lighting poles and antenna masts 148
The three-hinged arch as an example of piezomechanic passive controlled structure 148
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 146
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 146
Aeroelastic forces on yawed circular cylinders: quasi-steady modelling and aerodynamic instability 144
Closed form prediction of 3-D wind-excited response of slender structures. 143
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 143
Human-Induced Vibrations on Two Lively Footbridges in Milan 142
Non-linear Galloping of Sagged Cables in 1:2 Internal Resonance 140
Analytical and numerical approaches to nonlinear galloping of internally-resonant suspended cables 139
Dynamics of taut strings traveled by train of forces 139
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 139
Uncertainties in the evaluation of one degree-of-freedom galloping onset 137
An explicit solution for the dynamics of a taut string of finite length carrying a traveling mass: the subsonic case 137
Passive control of human-induced footbridge vibrations 136
"Aeroelastic stability of a symmetric multi-body sectional model" 133
'Theoretical and experimental response of a steel-arch footbridge 133
A reduced model for nonlinear response of cables in turbulent wind 133
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 133
Bimodal planar galloping of suspended cables in 1:1 internal resonance 133
Vibration serviceability of footbridges: a closed-form solution 131
Turbulence effects on lateral galloping of prismatic structures 131
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 131
Non-linear discrete models for the stochastic analysis of cables in turbulent wind 129
A revisitation of the paradox of discontinuous trajectory for a mass particle moving on a taut string 129
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 128
On the contribution of Angelo Luongo to Mechanics: in honor of his 60th birthday 128
A novel straightforward dynamic approach for the evaluation of extensional modes within GBT ‘cross-section analysys’ 128
Vibrazioni di una passerella pedonale ad arco ribassato 126
Nonlinear Generalized Beam Theory for open thin-walled members 126
Generalised beam theory (GBT) for stiffened sections 126
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildings 126
Statistical analysis of extreme wind speeds in the Straits of Messina 125
Galloping critical conditions on yawed square cylinders 122
3-D Gust Effect Factor including aeroelastic effects 121
The new CNR-DT 207/2008 guidelines on actions and effects of wind on structures 120
Introduzione ai fenomeni aeroelastici nell'ingegneria strutturale 119
Influence of wind mean force on cable aeroelastic instability 119
Instability Mechanisms of Skewed Circular Cylinders 117
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 116
Wind-excited response of harbor crane structural elements 116
A spectral model for pedestrian loading of footbridges 116
The role of walking parameter variability in serviceability assessment of footbridges 115
The new Italian map of extreme wind speeds 115
Analisi probabilistica della velocità media del vento nello Stretto di Messina 115
Probabilistic analysis of Italian extreme wind: Reference velocity and return criterion 115
On the effect of twist angle on nonlinear galloping of suspended cables 114
Postcritical behavior of cables undergoing two simultaneous galloping modes 113
Stability analysis of taut strings carrying a moving mass 113
Dynamic analysis of taut strings subjected to trains of moving forces 113
Double modal transformation in continuous modeling 113
Weakly nonlinear dynamics of taut strings traveled by a single moving force 113
Uncertainty propagation in the serviceability assessment of footbridges 113
Quasi-static model for the aerodynamic instability of yawed circular cylinders 112
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 112
Dry galloping in inclined cables: Linear stability analysis 112
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 110
Stabilità aeroelastica flesso-torsionale di sezioni doppiamente simmetriche 110
Probabilistic 3-D turbulence modeling for gust buffeting of structures 108
Non-linear galloping of iced suspended cables with two-to-one internal resonance 108
Effetti statici e dinamici su cavi portanti di funivie bifune soggetti all'azione del vento 107
Wind pressure measurements on a vaulted canopy roof 107
Dynamics of taut strings undergoing large changes of tension caused by a force-driven traveling mass 105
Totale 14.390
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Categoria #
all - tutte 59.105
article - articoli 32.211
book - libri 0
conference - conferenze 22.856
curatela - curatele 274
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.764
Totale 118.210
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202173 0 0 0 0 0 0 0 0 0 0 0 73
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
2025/20265.609 499 180 656 469 614 480 902 299 406 651 294 159
Totale 19.662