IRIS
D'ANNIBALE, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 1.949
EU - Europa 1.203
AS - Asia 473
AF - Africa 33
OC - Oceania 3
SA - Sud America 2
Continente sconosciuto - Info sul continente non disponibili 1
Totale 3.664
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Nazione #
US - Stati Uniti d'America 1.942
IE - Irlanda 519
CN - Cina 279
SE - Svezia 176
TR - Turchia 155
IT - Italia 139
DE - Germania 111
UA - Ucraina 89
GB - Regno Unito 80
FI - Finlandia 41
EG - Egitto 32
FR - Francia 26
SG - Singapore 19
BE - Belgio 15
KR - Corea 9
IN - India 8
CA - Canada 6
CZ - Repubblica Ceca 3
AU - Australia 2
RU - Federazione Russa 2
VN - Vietnam 2
BR - Brasile 1
EE - Estonia 1
EU - Europa 1
MX - Messico 1
NL - Olanda 1
NZ - Nuova Zelanda 1
UZ - Uzbekistan 1
VE - Venezuela 1
ZA - Sudafrica 1
Totale 3.664
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Città #
Dublin 519
Chandler 491
Jacksonville 392
Izmir 97
New York 76
Nanjing 72
Boardman 68
Ann Arbor 66
Lawrence 64
Princeton 64
Wilmington 63
San Mateo 56
Ashburn 43
L'aquila 36
Beijing 33
Milan 29
Seattle 28
Woodbridge 27
Los Angeles 21
Des Moines 20
Shenyang 20
Tianjin 18
Hebei 17
Nanchang 17
Brussels 15
Stroppiana 14
Jiaxing 11
Zhengzhou 11
Kitzingen 10
Jinan 9
Kunming 9
Mountain View 9
Norwalk 9
Singapore 9
Rome 8
Shanghai 8
Verona 8
Hangzhou 7
Lappeenranta 6
Pune 6
Auburn Hills 5
Evanston 5
Fremont 5
Guangzhou 5
Munich 5
Aquila 3
Brno 3
Cambridge 3
Changsha 3
Dearborn 3
Fairfield 3
Menlo Park 3
Ningbo 3
Toronto 3
Andover 2
Boulogne-Billancourt 2
Changchun 2
Dong Ket 2
Falls Church 2
Genoa 2
Haikou 2
Houston 2
Lanzhou 2
Philadelphia 2
Taizhou 2
Tappahannock 2
Treviso 2
West Jordan 2
Xian 2
Ameno 1
Ancona 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
Helsinki 1
Johannesburg 1
L’Aquila 1
Melbourne 1
Montreal 1
Mumbai 1
Napoli 1
Perugia 1
Qingdao 1
Redwood City 1
Reggio Nell'emilia 1
Santa Clara 1
Sao Jose do Rio Preto 1
Shaoxing 1
Southend 1
Stuttgart 1
Sydney 1
Totale 2.599
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Nome #
A simple model for damage analysis of a frame-masonry shear-wall system 95
Paradoxes in dynamic stability of mechanical systems: investigating the causes and detecting the nonlinear behaviors 91
Improving the linear stability of the Beck's beam by added dashpots 85
Dynamic modelling of visco-elastic beams 84
Hard loss of stability of Ziegler’s column with nonlinear damping 82
Buckling and postbuckling analyses of tower-like structures 80
A Simple Kinematical Model of Frame-Masonry Shear-Wall Systems 78
Flexural-Torsional Flutter and Buckling of Braced Foil Beams under a Follower Force 78
A mixed numerical-perturbative algorithm for static analysis of nonlinear planar fabrics 76
Bifurcation analysis of damped visco-elastic planar beams under simultaneous gravitational and follower forces 75
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 74
On the failure of the ‘Similar Piezoelectric Control’ in preventing loss of stability by nonconservative positional forces 73
Damping modeling of frame-masonry shear-wall system 71
A minimal continuous model for tower-building nonlinear static analysis 69
Linear stability of piezoelectric-controlled discrete mechanical systems under nonconservative positional forces 67
Linear and nonlinear damping effects on the stability of the Ziegler column 67
Piezoelectric control of Hopf bifurcations: A non-linear discrete case study 67
An unconstrained dynamic approach for the Generalised Beam Theory 67
Invariant subspace reduction for linear dynamic analysis of finite-dimensional viscoelastic structures 67
A paradigmatic minimal system to explain the Ziegler paradox 65
Controlling the limit-cycle of the Ziegler column via a tuned piezoelectric damper 65
Pantographic lattices with non-orthogonal fibres: Experiments and their numerical simulations 63
Double zero bifurcation of non-linear viscoelastic beams under conservative and non-conservative loads 60
A damage constitutive model for sliding friction coupled to wear 60
Controlling the limit-cycle of the Ziegler column via piezo-electric dampers 58
On the contribution of Angelo Luongo to Mechanics: in honor of his 60th birthday 55
Bifurcation analysis of a nonlinear piezoelectric beam subjected to combined conservative and nonconservative loads 55
Bifurcation analysis of nonlinear piezoelectric controlled systems under nonconservative loads 54
Bifurcation and stability of piezoelectric controlled systems loaded by follower forces 54
Controlling the limit-cycle of the Ziegler column via piezo-electric dampers 53
The macroscopic behavior of pantographic sheets depends mainly on their microstructure: experimental evidence and qualitative analysis of damage in metallic specimens 53
On the destabilizing effect of damping on discrete and continuous circulatory systems 50
Il comportamento sismico della facoltà di ingegneria dell’aquila durante la sequenza sismica dell’aprile 2009 49
Advances in pantographic structures: design, manufacturing, models, experiments and image analyses 49
A perturbation approach to the nonlinear Generalized Beam Theory 48
Nonlinear hysteretic damping effects on the post-critical behaviour of the visco-elastic Beck’s beam 48
Piezoelectric control of the Hopf bifurcation of Ziegler’s column with nonlinear damping 48
Modeling beam-like planar structures by a one-dimensional continuum: an analytical-numerical method 48
Linear stability analysis of multiparameter dynamical systems via a numerical-perturbation approach 46
Linear and nonlinear damping effects on the stability of discrete and continuous circulatory systems 45
Stick-slip and wear phenomena at the contact interface between an elastic beam and a rigid substrate 45
On the effects of damping on nonlinear Ziegler’s column 45
Linear Stability Analysis of Multiparameter Dynamical Systems via a Numerical-Perturbation Approach 44
Shear-shear-torsional homogenous beam models for nonlinear periodic beam-like structures 43
Buckling of tower buildings on elastic foundation under compressive tip forces and self-weight 41
On the effects of linear damping on the nonlinear Ziegler’s column 41
On the effectiveness of a rod-like distributed piezoelectric controller in preventing the Hopf bifurcation of the visco-elastic Beck’s beam 41
Linear and nonlinear damping effects on the stability of discrete and continuous circulatory systems 40
Multi-scale design of an architected composite structure with optimized graded properties 40
A rate-independent internal friction to describe the hysteretic behavior of pantographic structures under cyclic loads 40
Buckling of planar micro-structured beams 39
Modeling the linear dynamics of continuous viscoelastic systems on their infinite-dimensional central subspace 39
Linear stability analysis of piezoelectric controlled beams subjected to nonconservative loads 38
Buckling analysis of beam-like structures 38
Linear spatial galloping analysis of shallow cables via a continuum model 37
Shear and flexural factors for static analysis of homogenized beam models of planar frames 36
Flexural torsional buckling of micro-structured beams 35
Static and dynamic responses of micro-structured beams 35
Improving the linear stability of the visco-elastic Beck's beam via piezoelectric controllers 35
Nonlinear bifurcations of damped visco-elastic planar beams under simultaneous gravitational and follower forces 34
On the effects of added devices on the nonlinear behaviour of the damped Beck beam 33
A rod-like piezoelectric controller for the improvement of the visco-elastic Beck's beam linear stability 30
Static and dynamic responses of micro-structured beams 29
Shear rupture mechanism and dissipation phenomena in bias extension test of pantographic sheets: numerical modeling and experiments 26
Multi-scale design of an architected composite structure and experimental validation 21
On the nonlinear dynamics of a rigid body subject to stick-slip and wear phenomena at the contact interface 20
Deformation patterns in a second-gradient lattice annular plate composed of "Spira mirabilis" fibers 20
A mixed numerical-perturbative algorithm for buckling analysis of planar lattice beams 18
On the effects of a beam-like piezoelectric passive controller on the linear stability of the visco-elastic Beck's beam 18
Statics, Dynamics and Buckling of micro-structured beams 18
Modal analysis of a second-gradient annular plate made of an orthogonal network of logarithmic spiral fibers, chapter in “Sixty Shades of Generalized Continua” 18
Modal Analysis of a Second-Gradient Annular Plate made of an Orthogonal Network of Logarithmic Spiral Fibers 16
Buckling analysis of micro-structured beams 15
Multi-scale design of an architected composite structure and experimental characterization 15
Non-smooth dynamics of buckling based metainterfaces: rocking-like motion and bifurcations 14
Nonlinear response of the damped Beck’s beam with added devices 14
Multi-scale design and optimization of architected composite structure 11
Nonlinear dynamics of a visco-elastic beam under pulsating dead and follower forces 11
On the influence of external damping on the dynamics of a generalized Beck’s beam 10
Perturbation methods and nonlinear phenomena: Applications to Continuous Mechanical Systems 8
SURFACE STRESS MODEL FOR COATED MASONRY WALLS 7
A simple kinematical model of frame-masonry shear-wall systems 7
Perturbation methods and nonlinear phenomena - Autonomous Nonconservative Dynamical Systems 7
Perturbation methods and nonlinear phenomena - Introduction 7
Perturbation methods and nonlinear phenomena - Nonlinear Continuum Models 6
Perturbation methods and nonlinear phenomena - Perturbation Methods for a Continuum Metamodel 4
A 3D pantographic metamaterial behaving as a mechanical shield: Experimental and numerical evidence 4
Perturbation methods and nonlinear phenomena - Summary 4
Perturbation methods and nonlinear phenomena - Non-autonomous Dynamics Systems 4
Perturbation methods and nonlinear phenomena - Conservative Static Systems 4
Perturbation methods and nonlinear phenomena - Solved Problems 3
La Funivia del Gran Sasso d’Italia: un caso significativo di impianto a fune in Italia e in Europa 3
The influence of non-uniform cross-sectional properties in non-prismatic components of wind turbines 1
Totale 3.784
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Categoria #
all - tutte 15.337
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 15.337
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020389 90 4 48 3 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
2024/202524 24 0 0 0 0 0 0 0 0 0 0 0
Totale 3.784