IRIS
DI EGIDIO, ANGELO
 Distribuzione geografica
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Continente #
NA - Nord America 3.705
EU - Europa 2.610
AS - Asia 1.083
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 6
Totale 7.415
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Nazione #
US - Stati Uniti d'America 3.702
IE - Irlanda 802
CN - Cina 620
SE - Svezia 482
TR - Turchia 426
IT - Italia 335
DE - Germania 266
UA - Ucraina 243
GB - Regno Unito 233
FI - Finlandia 115
FR - Francia 99
IN - India 16
BE - Belgio 15
EU - Europa 11
IR - Iran 7
RU - Federazione Russa 6
AU - Australia 3
IL - Israele 3
JP - Giappone 3
KR - Corea 3
NZ - Nuova Zelanda 3
CA - Canada 2
CH - Svizzera 2
LB - Libano 2
NL - Olanda 2
NO - Norvegia 2
PH - Filippine 2
PT - Portogallo 2
AL - Albania 1
CZ - Repubblica Ceca 1
ES - Italia 1
GR - Grecia 1
HU - Ungheria 1
MD - Moldavia 1
MX - Messico 1
TW - Taiwan 1
Totale 7.415
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Città #
Jacksonville 954
Chandler 847
Dublin 802
Izmir 213
Nanjing 180
San Mateo 173
Boardman 172
New York 165
Wilmington 133
Lawrence 121
Princeton 121
Woodbridge 75
L'aquila 70
Ann Arbor 69
Nanchang 65
Shenyang 63
Milan 59
Beijing 54
Ashburn 49
Mountain View 39
Hebei 37
Tianjin 36
Verona 34
Los Angeles 33
Rome 24
Jinan 23
Kunming 23
Bremen 22
Jiaxing 21
Seattle 20
Changsha 17
Norwalk 16
Zhengzhou 16
Brussels 15
Des Moines 15
Ningbo 14
Hangzhou 13
Shanghai 13
Guangzhou 10
Pune 10
Fremont 8
Palermo 7
Scordia 7
Auburn Hills 6
Helsinki 6
Lanzhou 6
Padova 6
Taizhou 6
Teramo 6
Changchun 5
Dearborn 5
Ladispoli 5
Salerno 5
Falls Church 4
Houston 4
Pescara 4
Tappahannock 4
Venezia 4
Aquila 3
Düsseldorf 3
Edinburgh 3
Fujigaoka 3
Tollo 3
Yazd 3
Catania 2
Christchurch 2
Fuzhou 2
Haikou 2
Lappeenranta 2
Lisbon 2
Massa 2
Melbourne 2
Montesilvano 2
Philadelphia 2
Pishgaman 2
Pistoia 2
Torino 2
Zurich 2
Athens 1
Auckland 1
Bari 1
Budapest 1
Cebu 1
Cedar Knolls 1
Champaign 1
Chengdu 1
Chieti 1
Foggia 1
Frosinone 1
Genga 1
Giulianova 1
Guglionesi 1
Hangyang 1
Kitchener 1
Kolkata 1
Le Chesnay 1
Lecco 1
London 1
L’Aquila 1
Madrid 1
Totale 5.002
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Nome #
Experimental characterization of the overturning of three-dimensional square based rigid block 118
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 101
Dynamics of a Soft Contractile Body on a Hard Support 97
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 95
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 95
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 89
3D model of rigid block with a rectangular base subject to pulse-type excitation 88
Simulation of Contact Among Rigid Surfaces by Using Short Range Force Fields 86
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 84
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 83
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 83
Comparison between the seismic response of 2D and 3D models of rigid blocks 82
Galloping of internally resonant towers subjected to turbulent wind 81
On the mass damper effects on the rocking motion of non symmetric rigid blocks 80
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 79
Solution to the problem of Nicolai 79
Nonstationary nonplanar free motio ns of an orbiting string with multiple internal resonances 78
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 78
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part II: Forced motion 76
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 76
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 74
Seismic response of a non-symmetric rigid block on a constrained oscillating base 74
Multiscale Analysis of Defective Multiple-Hopf Bifurcations 74
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 74
Multiple-timescale analysis for bifur cation from a multiple-zero eigenvalue 74
Protection of slender rigid blocks from the overturning by using an active control system 73
Linear and Nonlinear Interactions Between Static and Dynamic Bifurcations of Damped Planar Beams 72
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 72
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part I: Formulation 72
Base Isolation of Sliding-Rocking Non-Symmetyric Rigid Blocks Subjected to Impulsive and Seismic Excitations 70
A Nonlinear Model of Open Cross Section Beams for Dynamic Interaction Analysis 70
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 69
Qualitative analysis of classes of motion for multiresonant systems II. A geometrical method 68
Bifurcation Equations through Multiple-Scales Analysis for a Continuous Model of a Planar Beam 68
L’oscillatore semplice isolato 68
Multiscale Analysis for Multiple Bifurcations of Continuous Nonconservative Mechanical Systems 67
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 67
Multiple Timescales Analysis for 1:2 and 1:3 Resonant Hopf Bifurcations 67
Investigations into Benefits of Base Isolation for Non-Symmetric Rigid Block 66
Base Isolation for Seismic Protection of Statues 66
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 66
Static behavior and bifu rcation of a monosymmetric open cross-section thin-walled beam: Numerical and experimental analysis 65
L’oscillatore semplice isolato 65
Dynamics of 3D non-symmetric rigid bodies 65
Divergence, Hopf and Double-Zero Bifurcations of a Nonlinear Planar Beam 65
Qualitative Analysis of Classes of Motion for Multiresonant Systems I. An Algebraic Method 65
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 65
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 63
Analisi di Sensibilità delle Proprietà spettrali di Sistemi Lineari Monoparametrici 62
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 62
Static behavior of the ‘long' or 'short’ barrel vaults 62
Multiple Scale Bifurcation Analysis for Finite-Dimensional Autonomous Systems 61
Rocking motion of two- and three-dimensional rigid bodies: Formulation and parametrical analysis 61
Overturning of three-dimensional monolithic objects of art under seismic excitation 61
Base isolation of a non-s ymmetric rigid block representing a monolithic art object 61
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 61
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 60
Sensitivities and linear stability analysis around a double-zero eigenvalue 59
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 59
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 59
Standard Form of Modulation Equations for Internally and Externally Resonant Systems 58
Eigenpair Sensitivity and Bifurcation Analysis for Multiple Defective Eigenvalues 58
Scenario Postcritico di Biforcazioni Multiple di Hopf in Risonanza Primaria 58
Mechanical behavior of barrel vaults 58
Seismic protection of sliding-rocking non-symmetric rigid blocks through base isolation 58
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 58
On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation 57
Dynamic and seismic behavior of monolithic objects of art: a 3D approach 57
Miglioramento sismico e recupero di Palazzo Camponeschi 56
Rocking motion of two- and tree-dimensional freestanding rigid bodies: Formulation and parametrical analysis 56
Analisi Asintotica di Strutture Autoeccitate in Risonanza 1:2 e 1:3 56
Equazioni di Modulazione ed Analisi delle Classi di Moto di Sistemi Multirisonanti 56
Intermediate disconnection of structures to improve the seismic response 56
Computational problems in multiple scale analysis 55
Analisi Asintotica di Strutture Autoeccitate in Risonanza Primaria 55
Bouncing, rolling and sticking of stiff and soft bodies 55
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 55
Theoretical and Experimental Finite Forced Motions of a Thin Walled, Cantilever Beam: Dynamic Instability and Modal Coupling 54
Seismic protection of monolithic objects of art using a constrained oscillating base 54
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 54
Sistema di monitoraggio e caratterizzazione dinamica di alcuni edifici storici dell’Università dell’Aquila 53
The use of a constrained oscillating base for the seismic protection of monolithic objects of art 53
Classes of Motion Qualitative Analysis for Multiresonant Systems: I. An Algebraic Method 53
Classes of Motion Qualitative Analysis for Multiresonant Systems: II. A Geometrical Method 52
The role of the base isolation in the reduction of seismic effects on monolithic objects of art 52
Behavior of 3D monolithic objects under seismic excitation 52
Protection of a trilithic structure from the overturning by using a pendulum mass damper 52
Contact mechanics in an affine nutshell, mathematical modeling, mechanics & materials 51
A mono-dimensional approach to the modelling of spherical shells 51
Nonlinear warping effects on the flexural-torsional behavior of a thin-walled open cross-section beam 50
New Solution to the Problem of Nicolai 50
Nonlinear Warping and Torsional Elongation in the Response of channel section beam 50
Soft And Rigid Impact 50
Multiple Hopf Bifurcation Analysis for Finite-Dimensional Systems 50
Multiple Internal Resonance Phenomena in the Motion of an Orbiting String Satellite System 50
Short Range Contact Forces in the Dynamics of a Rigid Body 49
Simulation of the contact among surfaces in the Dynamics of rigid bodies by using short range force fields 49
Multiple Time Scale Analysis for Bifurcation from a Double-Zero Eigenvalue 49
Nonlinear Model for Open Cross Section Beams Oscillating in 3D 49
Nonlinear Nonplanar Vibrations of Open Cross-Section Thin-Walled Beams 49
Totale 6.518
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Categoria #
all - tutte 23.826
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 23.826
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019318 0 0 0 0 0 0 0 0 0 0 8 310
2019/20201.035 236 12 157 5 5 120 180 14 138 38 6 124
2020/20211.052 8 129 1 126 132 51 144 3 125 51 233 49
2021/2022800 56 71 214 51 30 8 25 51 50 10 50 184
2022/20232.275 145 137 41 254 230 236 2 146 995 10 49 30
2023/2024573 78 30 32 86 72 224 9 11 0 31 0 0
Totale 7.584