IRIS
DI EGIDIO, ANGELO
 Distribuzione geografica
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Continente #
NA - Nord America 10.030
EU - Europa 5.017
AS - Asia 4.460
SA - Sud America 566
Continente sconosciuto - Info sul continente non disponibili 217
AF - Africa 71
OC - Oceania 7
AN - Antartide 1
Totale 20.369
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Nazione #
US - Stati Uniti d'America 9.810
SG - Singapore 1.819
IT - Italia 1.108
CN - Cina 1.022
RU - Federazione Russa 911
IE - Irlanda 798
SE - Svezia 501
BR - Brasile 474
HK - Hong Kong 457
DE - Germania 439
TR - Turchia 438
VN - Vietnam 384
GB - Regno Unito 345
FR - Francia 278
UA - Ucraina 257
FI - Finlandia 182
CA - Canada 126
BD - Bangladesh 88
IN - India 74
MX - Messico 44
PL - Polonia 43
ZA - Sudafrica 38
ES - Italia 33
IQ - Iraq 31
AR - Argentina 30
JP - Giappone 30
NL - Olanda 28
LT - Lituania 22
BE - Belgio 19
VE - Venezuela 18
CO - Colombia 16
CZ - Repubblica Ceca 16
EC - Ecuador 15
PH - Filippine 15
EU - Europa 11
ID - Indonesia 10
HN - Honduras 9
IL - Israele 9
MA - Marocco 9
PK - Pakistan 9
UZ - Uzbekistan 9
AE - Emirati Arabi Uniti 8
CR - Costa Rica 8
PR - Porto Rico 8
SA - Arabia Saudita 8
IR - Iran 7
KE - Kenya 7
MY - Malesia 6
AL - Albania 5
JO - Giordania 5
NP - Nepal 5
PT - Portogallo 5
SV - El Salvador 5
TT - Trinidad e Tobago 5
AT - Austria 4
DZ - Algeria 4
JM - Giamaica 4
KR - Corea 4
LB - Libano 4
OM - Oman 4
RO - Romania 4
AU - Australia 3
BO - Bolivia 3
CL - Cile 3
CW - ???statistics.table.value.countryCode.CW??? 3
MD - Moldavia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
TN - Tunisia 3
UY - Uruguay 3
BA - Bosnia-Erzegovina 2
BG - Bulgaria 2
BH - Bahrain 2
BN - Brunei Darussalam 2
BZ - Belize 2
CH - Svizzera 2
CI - Costa d'Avorio 2
ET - Etiopia 2
GT - Guatemala 2
KZ - Kazakistan 2
NG - Nigeria 2
PY - Paraguay 2
AM - Armenia 1
AQ - Antartide 1
AZ - Azerbaigian 1
BB - Barbados 1
BS - Bahamas 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EG - Egitto 1
GD - Grenada 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
HT - Haiti 1
HU - Ungheria 1
KI - Kiribati 1
KW - Kuwait 1
LV - Lettonia 1
Totale 20.154
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Città #
Dallas 1.780
Singapore 1.002
Jacksonville 949
San Jose 937
Chandler 839
Dublin 798
Ashburn 719
Council Bluffs 477
Hong Kong 445
Santa Clara 436
Boardman 328
New York 273
The Dalles 240
Izmir 212
Milan 189
Nanjing 176
San Mateo 172
Los Angeles 146
Beijing 136
Wilmington 136
Moscow 132
Lauterbourg 129
Lawrence 120
Princeton 120
Ho Chi Minh City 114
Hanoi 105
Rome 88
Woodbridge 75
L'aquila 70
Ann Arbor 69
Nanchang 65
Shenyang 62
São Paulo 60
Munich 50
Columbus 44
Pescara 42
Frankfurt am Main 41
Hefei 40
Warsaw 40
Hebei 37
Verona 37
Denver 36
Mountain View 36
Naples 36
Tianjin 36
Montreal 35
Teramo 34
Helsinki 33
Turku 32
Brooklyn 31
Johannesburg 31
Orem 31
Phoenix 30
Toronto 30
Shanghai 29
London 27
Miano 27
Jinan 26
Seattle 26
Kitzingen 25
Berlin 24
Chicago 24
Guangzhou 24
Tokyo 24
Atlanta 23
Kunming 23
Moscufo 23
Bremen 21
Changsha 21
Chennai 21
Jiaxing 21
Haiphong 20
Houston 20
North Bergen 20
Boston 19
Brussels 19
Des Moines 19
Hangzhou 19
Manchester 19
Norwalk 19
Stockholm 19
Zhengzhou 19
Amsterdam 18
Belo Horizonte 18
Poplar 18
Turin 16
Da Nang 15
Catania 14
Chieti 14
Ningbo 14
Rio de Janeiro 14
Brno 13
Charlotte 13
Falkenstein 13
Mexico City 13
San Francisco 13
Bari 12
Bologna 12
Florence 12
Palermo 12
Totale 13.236
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Nome #
Mitigation of Transversal Seismic Effects on Underground Utility Tunnel Systems 488
Transverse seismic isolation of pipelines in underground utility tunnels for enhanced earthquake protection 451
Protection of Underground Utility Tunnel Contents from Transversal Earthquake Effects 317
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 207
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 201
Dynamics of a Soft Contractile Body on a Hard Support 188
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 179
Experimental characterization of the overturning of three-dimensional square based rigid block 179
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 175
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 171
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 170
Multiple Timescales Analysis for 1:2 and 1:3 Resonant Hopf Bifurcations 169
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 168
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 165
Simulation of Contact Among Rigid Surfaces by Using Short Range Force Fields 160
Comparison between the seismic response of 2D and 3D models of rigid blocks 158
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 158
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 156
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part II: Forced motion 155
Multiscale Analysis for Multiple Bifurcations of Continuous Nonconservative Mechanical Systems 155
Galloping of internally resonant towers subjected to turbulent wind 154
Base isolation of a non-s ymmetric rigid block representing a monolithic art object 152
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part I: Formulation 151
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 151
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 146
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 146
Nonstationary nonplanar free motio ns of an orbiting string with multiple internal resonances 144
3D model of rigid block with a rectangular base subject to pulse-type excitation 144
Protection of slender rigid blocks from the overturning by using an active control system 143
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 142
Base Isolation of Sliding-Rocking Non-Symmetyric Rigid Blocks Subjected to Impulsive and Seismic Excitations 140
Qualitative Analysis of Classes of Motion for Multiresonant Systems I. An Algebraic Method 140
A Nonlinear Model of Open Cross Section Beams for Dynamic Interaction Analysis 140
Strategie and Best Practices per la Rimozione in Sicurezza delle Opere Provvisionali Post-Sisma Strategies and Best Practices for Safe Removal of Post-Earthquake Temporary Shoring 137
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 137
Modeling the Contact of Stiff and Soft Bodies with a Rigid Support by Short Range Force Fields 137
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 137
Sensitivities and linear stability analysis around a double-zero eigenvalue 136
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 136
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 135
Characterization of the overturning scenario of asymmetric rigid blocks under one-sine pulse excitation 134
Dynamics of 3D non-symmetric rigid bodies 134
Bifurcation Equations through Multiple-Scales Analysis for a Continuous Model of a Planar Beam 133
Multiscale Analysis of Defective Multiple-Hopf Bifurcations 133
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 132
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 132
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 132
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 132
Linear and Nonlinear Interactions Between Static and Dynamic Bifurcations of Damped Planar Beams 131
Solution to the problem of Nicolai 131
Protection of a trilithic structure from the overturning by using a pendulum mass damper 131
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 130
Qualitative analysis of classes of motion for multiresonant systems II. A geometrical method 129
Simulation of the contact among surfaces in the Dynamics of rigid bodies by using short range force fields 129
Contact mechanics in an affine nutshell, mathematical modeling, mechanics & materials 129
Divergence, Hopf and Double-Zero Bifurcations of a Nonlinear Planar Beam 129
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 129
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 128
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 125
Bouncing, rolling and sticking of stiff and soft bodies 124
Static behavior of the ‘long' or 'short’ barrel vaults 124
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 123
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 123
Investigations into Benefits of Base Isolation for Non-Symmetric Rigid Block 123
Base Isolation for Seismic Protection of Statues 123
Dynamic and seismic behavior of monolithic objects of art: a 3D approach 122
L’oscillatore semplice isolato 122
Seismic response of a non-symmetric rigid block on a constrained oscillating base 122
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 122
On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation 120
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 119
Static behavior and bifu rcation of a monosymmetric open cross-section thin-walled beam: Numerical and experimental analysis 118
On the mass damper effects on the rocking motion of non symmetric rigid blocks 118
Miglioramento sismico e recupero di Palazzo Camponeschi 117
Multiple-timescale analysis for bifur cation from a multiple-zero eigenvalue 117
Impact, bouncing and motility 116
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 116
L’oscillatore semplice isolato 116
Computational problems in multiple scale analysis 115
Analisi Asintotica di Strutture Autoeccitate in Risonanza 1:2 e 1:3 115
Multiple Scale Bifurcation Analysis for Finite-Dimensional Autonomous Systems 114
Intermediate disconnection of structures to improve the seismic response 114
Soft And Rigid Impact 113
Rocking motion of two- and tree-dimensional freestanding rigid bodies: Formulation and parametrical analysis 112
Multiple Time Scale Analysis for Bifurcation from a Double-Zero Eigenvalue 112
Seismic protection of monolithic objects of art using a constrained oscillating base 112
Seismic benefits of deformable connections between a frame structure and an external structure with inerter 111
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 111
Theoretical and Experimental Finite Forced Motions of a Thin Walled, Cantilever Beam: Dynamic Instability and Modal Coupling 110
Dynamic and seismic protection of rigid-block-like structures with Combined Dynamic Mass Absorbers 109
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 109
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 109
Multiple Hopf Bifurcation Analysis for Finite-Dimensional Systems 109
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 109
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 109
Nonlinear warping effects on the flexural-torsional behavior of a thin-walled open cross-section beam 108
Analisi di Sensibilità delle Proprietà spettrali di Sistemi Lineari Monoparametrici 108
Rocking motion of two- and three-dimensional rigid bodies: Formulation and parametrical analysis 108
Mechanical behavior of barrel vaults 108
Short Range Contact Forces in the Dynamics of a Rigid Body 106
Totale 14.217
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Categoria #
all - tutte 76.436
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 76.436
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022457 0 0 0 51 30 8 25 51 49 10 50 183
2022/20232.256 144 135 41 250 228 234 2 146 987 10 49 30
2023/2024662 77 30 32 86 72 224 9 11 0 31 24 66
2024/20252.951 116 53 327 119 305 225 393 240 582 184 249 158
2025/20267.724 311 779 1.495 843 571 479 1.142 206 545 796 458 99
2026/20272.073 129 295 490 1.159 0 0 0 0 0 0 0 0
Totale 20.369