IRIS
PICCARDO, GIUSEPPE
 Distribuzione geografica
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Continente #
EU - Europa 12.404
Totale 12.404
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Nazione #
IT - Italia 12.404
Totale 12.404
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Città #
Genova 8.903
Rapallo 1.260
Vado Ligure 1.139
Genoa 1.077
Bordighera 25
Totale 12.404
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Nome #
Aeroelastic stability of a symmetric multi-body section model 179
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings 167
3-D wind-excited response of slender structures: Closed form solution 164
Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges 163
A numerical algorithm for the aerodynamic identification of structures 149
A continuous approach to the aeroelastic stability of suspended cables in 1:2 internal resonance 144
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability 144
A direct approach for the evaluation of the conventional modes within the GBT formulation 135
Dynamic modeling of taut strings carrying a traveling mass 131
A refined model for calculating 3-D equivalent static wind forces on structures 129
3-D gust effect factor for slender vertical structures 126
Generalized equivalent spectrum technique 124
A Methodology for the Study of Coupled Aeroelastic Phenomena 123
A linear curved-beam model for the analysis of galloping in suspended cables 123
Statistical analysis of high return period wind speeds 123
Linear instability mechanisms for coupled translational galloping 119
Critical conditions of galloping for inclined square cylinders 119
A GBT Model for the Analysis of Composite Steel-Concrete Beams with Partial Shear Interaction 118
Analytical and numerical approaches to nonlinear galloping of internally-resonant suspended cables 115
Closed form prediction of 3-D wind-excited response of slender structures. 115
On the effect of mechanical non-linearities on vortex-induced lock-in vibrations 113
Partial interaction analysis of multi-component members with the D-GBT approach 113
Non-linear Galloping of Sagged Cables in 1:2 Internal Resonance 112
Full scale behavior of a small size vertical axis wind turbine 112
Passive control of human-induced footbridge vibrations 111
Uncertainties in the evaluation of one degree-of-freedom galloping onset 110
A critical analysis of simplified procedures for footbridges’ serviceability assessment 110
Human-Induced Vibrations on Two Lively Footbridges in Milan 109
A spectral approach for the analysis of pedestrian-induced vibrations of footbridges 108
Double modal transformation and wind engineering applications 108
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior 106
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges 105
An explicit solution for the dynamics of a taut string of finite length carrying a traveling mass: the subsonic case 104
Parametric resonance of flexible footbridges under crowd-induced lateral excitation 103
A first step towards a map of Italian extreme winds. Part 2: Results, ripercussion on standards, design implications 103
Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads 103
Some critical issues on the distribution of the maximum value of the wind-excited response of structures 103
Non-linear discrete models for the stochastic analysis of cables in turbulent wind 102
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions 101
A nonlinear discrete model for wind-excited suspended cables 100
Statistical analysis of extreme wind speeds in the Straits of Messina 100
Aeroelastic behavior of complex lighting poles and antenna masts 97
Analytical and numerical estimate of footbridges’ maximum dynamic response to unrestricted pedestrian traffic 97
The three-hinged arch as an example of piezomechanic passive controlled structure 97
A complete dynamic approach to the Generalized Beam Theory cross‐section analysis including extension and shear modes 95
Dynamics of taut strings traveled by train of forces 95
A revisitation of the paradox of discontinuous trajectory for a mass particle moving on a taut string 95
Dynamic Identification of a Vertical Axis Wind Turbine 95
Generalised beam theory (GBT) for stiffened sections 95
A Nonlinear Model of Curved Beam for the Analysis of Galloping of Suspended Cables 94
Galloping critical conditions on yawed square cylinders 94
"Passive control of the aeroelastic instability of a symmetric multi-body sectional model" 94
Bimodal planar galloping of suspended cables in 1:1 internal resonance 93
On the contribution of Angelo Luongo to Mechanics: in honor of his 60th birthday 92
Vibration serviceability of footbridges: a closed-form solution 91
The new Italian map of extreme wind speeds 90
On the effect of twist angle on nonlinear galloping of suspended cables 90
A first step towards a map of Italian extreme winds. Part 1: General principles and analysis methodology 89
Influence of wind mean force on cable aeroelastic instability 88
Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads 88
Vibrazioni di una passerella pedonale ad arco ribassato 88
A loading model for the interpretation of lateral vibrations of flexible footbridges 88
A generalized gust factor technique for evaluating the wind–induced response of aeroelastic structures sensitive to vortex-induced vibrations 88
Instability Mechanisms of Skewed Circular Cylinders 87
Probabilistic analysis of Italian extreme wind: Reference velocity and return criterion 87
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings 86
Un modello di eccitazione parametrica per l’analisi delle vibrazioni laterali indotte da folla su ponti pedonali flessibili 85
Probabilistic 3-D turbulence modeling for gust buffeting of structures 85
Wind-excited response of harbor crane structural elements 85
A novel straightforward dynamic approach for the evaluation of extensional modes within GBT ‘cross-section analysys’ 85
Stability analysis of taut strings carrying a moving mass 84
The role of walking parameter variability in serviceability assessment of footbridges 84
Non-linear galloping of iced suspended cables with two-to-one internal resonance 84
Weakly nonlinear dynamics of taut strings traveled by a single moving force 84
Uncertainty propagation in the serviceability assessment of footbridges 84
Postcritical behavior of cables undergoing two simultaneous galloping modes 83
Deterministic and stochastic approaches in the vibration serviceability assessment of pedestrian bridges 83
3-D gust effects on slender vertical structures 83
Dynamics of taut strings undergoing large changes of tension caused by a force-driven traveling mass 83
Quasi-static model for the aerodynamic instability of yawed circular cylinders 82
The new CNR-DT 207/2008 guidelines on actions and effects of wind on structures 82
Aeroelastic forces on yawed circular cylinders: quasi-steady modelling and aerodynamic instability 82
'Theoretical and experimental response of a steel-arch footbridge 80
Double modal transformation in continuous modeling 80
A reduced model for nonlinear response of cables in turbulent wind 80
Stabilità aeroelastica flesso-torsionale di sezioni doppiamente simmetriche 78
Experimental investigation on the aerodynamic behaviour of square cylinders with rounded corners 78
Wind response of structures by Double Modal Transformation 77
Turbulence effects on lateral galloping of prismatic structures 76
"A flexible multi-body model for the dynamics and aeroelastic stability of cable-supported bridge cross-sections." 76
Probabilistic turbulence modeling and uncertain gust buffeting 76
Analytical methods for estimating the gust-excited response of cantilever vertical structures 75
Dry galloping in inclined cables: Linear stability analysis 75
Nonlinear Generalized Beam Theory for open thin-walled members 75
On the influence of the torsional stiffness on non-linear galloping of suspended cables 74
Multi-modal nonlinear galloping in suspended cables: analytical and numerical approaches 73
"Aeroelastic stability of a symmetric multi-body sectional model" 72
Tuned-Mass-Damper optimization for human-induced footbridge vibrations 71
Nonlinear interaction between galloping modes 70
Equivalent wind loading spectrum technique 69
Totale 9.932
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Categoria #
all - tutte 37.434
article - articoli 20.964
book - libri 0
conference - conferenze 14.239
curatela - curatele 171
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.060
Totale 74.868
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.122 0 0 0 0 0 0 457 195 300 629 403 138
2020/2021774 57 68 48 55 60 77 35 77 69 87 68 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
2024/20251.289 131 248 161 141 332 275 1 0 0 0 0 0
Totale 12.630