IRIS
D'ANNIBALE, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 2.096
EU - Europa 1.219
AS - Asia 714
AF - Africa 33
SA - Sud America 5
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 1
Totale 4.071
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Nazione #
US - Stati Uniti d'America 2.088
IE - Irlanda 519
CN - Cina 306
SG - Singapore 232
SE - Svezia 176
TR - Turchia 155
IT - Italia 147
DE - Germania 112
UA - Ucraina 89
GB - Regno Unito 81
FI - Finlandia 42
EG - Egitto 32
FR - Francia 27
BE - Belgio 17
KR - Corea 9
IN - India 8
CA - Canada 6
BR - Brasile 4
CZ - Repubblica Ceca 3
AU - Australia 2
MX - Messico 2
NO - Norvegia 2
RU - Federazione Russa 2
VN - Vietnam 2
EE - Estonia 1
EU - Europa 1
ID - Indonesia 1
NL - Olanda 1
NZ - Nuova Zelanda 1
UZ - Uzbekistan 1
VE - Venezuela 1
ZA - Sudafrica 1
Totale 4.071
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Città #
Dublin 519
Chandler 491
Jacksonville 392
Singapore 178
Boardman 162
Izmir 97
New York 76
Nanjing 72
Ann Arbor 66
Lawrence 64
Princeton 64
Wilmington 63
San Mateo 56
Ashburn 43
L'aquila 36
Beijing 33
Milan 30
Seattle 28
Woodbridge 27
Los Angeles 21
Des Moines 20
Shenyang 20
Tianjin 18
Brussels 17
Hebei 17
Nanchang 17
Santa Clara 17
Stroppiana 14
Shanghai 13
Jiaxing 11
Zhengzhou 11
Kitzingen 10
Dallas 9
Jinan 9
Kunming 9
Mountain View 9
Norwalk 9
Guangzhou 8
Rome 8
Verona 8
Hangzhou 7
Lappeenranta 6
Pune 6
Auburn Hills 5
Evanston 5
Fremont 5
Munich 5
Changsha 4
Aquila 3
Brno 3
Cambridge 3
Dearborn 3
Fairfield 3
Genoa 3
L’Aquila 3
Menlo Park 3
Ningbo 3
Toronto 3
Andover 2
Boulogne-Billancourt 2
Changchun 2
Clifton 2
Dong Ket 2
Falls Church 2
Haikou 2
Helsinki 2
Houston 2
Lanzhou 2
New Haven 2
Oslo 2
Philadelphia 2
Taizhou 2
Tappahannock 2
Treviso 2
Vaiano 2
West Jordan 2
Xian 2
Ameno 1
Ancona 1
Araçatuba 1
Birmingham 1
Bremen 1
Calgary 1
Caracas 1
Cheraw 1
Chieti 1
Christchurch 1
Civitanova Marche 1
Cuernavaca 1
Düsseldorf 1
Frankfurt am Main 1
Gravina in Puglia 1
Hefei 1
Johannesburg 1
Melbourne 1
Montreal 1
Mumbai 1
Napoli 1
Paranaguá 1
Perugia 1
Totale 2.906
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Nome #
A simple model for damage analysis of a frame-masonry shear-wall system 102
Paradoxes in dynamic stability of mechanical systems: investigating the causes and detecting the nonlinear behaviors 96
Improving the linear stability of the Beck's beam by added dashpots 91
Hard loss of stability of Ziegler’s column with nonlinear damping 88
Dynamic modelling of visco-elastic beams 87
Buckling and postbuckling analyses of tower-like structures 83
Flexural-Torsional Flutter and Buckling of Braced Foil Beams under a Follower Force 82
A Simple Kinematical Model of Frame-Masonry Shear-Wall Systems 81
A mixed numerical-perturbative algorithm for static analysis of nonlinear planar fabrics 79
Bifurcation analysis of damped visco-elastic planar beams under simultaneous gravitational and follower forces 78
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 77
On the failure of the ‘Similar Piezoelectric Control’ in preventing loss of stability by nonconservative positional forces 75
Damping modeling of frame-masonry shear-wall system 74
Invariant subspace reduction for linear dynamic analysis of finite-dimensional viscoelastic structures 73
Piezoelectric control of Hopf bifurcations: A non-linear discrete case study 72
A minimal continuous model for tower-building nonlinear static analysis 72
Linear and nonlinear damping effects on the stability of the Ziegler column 71
An unconstrained dynamic approach for the Generalised Beam Theory 71
Linear stability of piezoelectric-controlled discrete mechanical systems under nonconservative positional forces 70
A paradigmatic minimal system to explain the Ziegler paradox 68
Controlling the limit-cycle of the Ziegler column via a tuned piezoelectric damper 68
Pantographic lattices with non-orthogonal fibres: Experiments and their numerical simulations 67
Double zero bifurcation of non-linear viscoelastic beams under conservative and non-conservative loads 65
A damage constitutive model for sliding friction coupled to wear 61
Controlling the limit-cycle of the Ziegler column via piezo-electric dampers 61
Buckling of tower buildings on elastic foundation under compressive tip forces and self-weight 60
On the contribution of Angelo Luongo to Mechanics: in honor of his 60th birthday 59
Bifurcation analysis of a nonlinear piezoelectric beam subjected to combined conservative and nonconservative loads 58
Bifurcation analysis of nonlinear piezoelectric controlled systems under nonconservative loads 57
Bifurcation and stability of piezoelectric controlled systems loaded by follower forces 57
The macroscopic behavior of pantographic sheets depends mainly on their microstructure: experimental evidence and qualitative analysis of damage in metallic specimens 57
Controlling the limit-cycle of the Ziegler column via piezo-electric dampers 56
Piezoelectric control of the Hopf bifurcation of Ziegler’s column with nonlinear damping 55
Advances in pantographic structures: design, manufacturing, models, experiments and image analyses 54
Modeling beam-like planar structures by a one-dimensional continuum: an analytical-numerical method 54
On the destabilizing effect of damping on discrete and continuous circulatory systems 52
Il comportamento sismico della facoltà di ingegneria dell’aquila durante la sequenza sismica dell’aprile 2009 52
A perturbation approach to the nonlinear Generalized Beam Theory 51
Nonlinear hysteretic damping effects on the post-critical behaviour of the visco-elastic Beck’s beam 51
On the effects of damping on nonlinear Ziegler’s column 51
Linear stability analysis of multiparameter dynamical systems via a numerical-perturbation approach 50
Stick-slip and wear phenomena at the contact interface between an elastic beam and a rigid substrate 50
Linear and nonlinear damping effects on the stability of discrete and continuous circulatory systems 47
Shear-shear-torsional homogenous beam models for nonlinear periodic beam-like structures 47
Linear Stability Analysis of Multiparameter Dynamical Systems via a Numerical-Perturbation Approach 45
Multi-scale design of an architected composite structure with optimized graded properties 45
On the effects of linear damping on the nonlinear Ziegler’s column 45
On the effectiveness of a rod-like distributed piezoelectric controller in preventing the Hopf bifurcation of the visco-elastic Beck’s beam 45
Buckling of planar micro-structured beams 44
A rate-independent internal friction to describe the hysteretic behavior of pantographic structures under cyclic loads 44
Linear and nonlinear damping effects on the stability of discrete and continuous circulatory systems 43
Modeling the linear dynamics of continuous viscoelastic systems on their infinite-dimensional central subspace 43
Improving the linear stability of the visco-elastic Beck's beam via piezoelectric controllers 42
Linear stability analysis of piezoelectric controlled beams subjected to nonconservative loads 41
Static and dynamic responses of micro-structured beams 41
Buckling analysis of beam-like structures 41
Shear and flexural factors for static analysis of homogenized beam models of planar frames 40
Linear spatial galloping analysis of shallow cables via a continuum model 40
Flexural torsional buckling of micro-structured beams 38
A rod-like piezoelectric controller for the improvement of the visco-elastic Beck's beam linear stability 38
Nonlinear bifurcations of damped visco-elastic planar beams under simultaneous gravitational and follower forces 36
On the effects of added devices on the nonlinear behaviour of the damped Beck beam 36
Static and dynamic responses of micro-structured beams 35
Shear rupture mechanism and dissipation phenomena in bias extension test of pantographic sheets: numerical modeling and experiments 33
Multi-scale design of an architected composite structure and experimental validation 28
A mixed numerical-perturbative algorithm for buckling analysis of planar lattice beams 24
On the nonlinear dynamics of a rigid body subject to stick-slip and wear phenomena at the contact interface 24
Modal Analysis of a Second-Gradient Annular Plate made of an Orthogonal Network of Logarithmic Spiral Fibers 23
Modal analysis of a second-gradient annular plate made of an orthogonal network of logarithmic spiral fibers, chapter in “Sixty Shades of Generalized Continua” 23
Deformation patterns in a second-gradient lattice annular plate composed of "Spira mirabilis" fibers 23
On the effects of a beam-like piezoelectric passive controller on the linear stability of the visco-elastic Beck's beam 21
Statics, Dynamics and Buckling of micro-structured beams 21
Multi-scale design of an architected composite structure and experimental characterization 20
Nonlinear response of the damped Beck’s beam with added devices 19
Non-smooth dynamics of buckling based metainterfaces: rocking-like motion and bifurcations 18
Buckling analysis of micro-structured beams 18
Multi-scale design and optimization of architected composite structure 15
Nonlinear dynamics of a visco-elastic beam under pulsating dead and follower forces 15
On the influence of external damping on the dynamics of a generalized Beck’s beam 14
Perturbation methods and nonlinear phenomena: Applications to Continuous Mechanical Systems 14
La Funivia del Gran Sasso d’Italia: un caso significativo di impianto a fune in Italia e in Europa 14
Perturbation methods and nonlinear phenomena - Nonlinear Continuum Models 13
Perturbation methods and nonlinear phenomena - Introduction 12
SURFACE STRESS MODEL FOR COATED MASONRY WALLS 11
Perturbation methods and nonlinear phenomena - Autonomous Nonconservative Dynamical Systems 10
A simple kinematical model of frame-masonry shear-wall systems 9
Perturbation methods and nonlinear phenomena - Conservative Static Systems 9
Perturbation methods and nonlinear phenomena - Perturbation Methods for a Continuum Metamodel 8
A 3D pantographic metamaterial behaving as a mechanical shield: Experimental and numerical evidence 8
Perturbation methods and nonlinear phenomena - Summary 8
Perturbation methods and nonlinear phenomena - Non-autonomous Dynamics Systems 7
Perturbation methods and nonlinear phenomena - Solved Problems 7
The influence of non-uniform cross-sectional properties in non-prismatic components of wind turbines 6
A Variational Approach to Address the Problem of Planar Nonlinear Beams 3
A bone remodeling approach encoding the effect of damage and a diffusive bio-mechanical stimulus 3
Totale 4.193
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Categoria #
all - tutte 19.850
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 19.850
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020244 0 0 0 0 2 46 68 2 47 17 17 45
2020/2021483 4 45 1 47 45 28 76 1 83 29 103 21
2021/2022398 24 13 88 23 2 4 10 24 26 3 37 144
2022/20231.333 105 84 39 130 87 140 17 71 605 3 35 17
2023/2024418 66 13 10 40 53 132 5 14 0 21 25 39
2024/2025433 71 52 177 37 96 0 0 0 0 0 0 0
Totale 4.193