IRIS
DI EGIDIO, ANGELO
 Distribuzione geografica
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Continente #
NA - Nord America 8.676
EU - Europa 4.400
AS - Asia 4.386
SA - Sud America 529
AF - Africa 70
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 7
AN - Antartide 1
Totale 18.080
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Nazione #
US - Stati Uniti d'America 8.548
SG - Singapore 1.790
CN - Cina 997
RU - Federazione Russa 907
IE - Irlanda 798
IT - Italia 536
SE - Svezia 500
BR - Brasile 449
HK - Hong Kong 449
TR - Turchia 438
DE - Germania 433
VN - Vietnam 383
GB - Regno Unito 330
FR - Francia 276
UA - Ucraina 257
FI - Finlandia 182
BD - Bangladesh 82
IN - India 74
CA - Canada 66
MX - Messico 43
PL - Polonia 43
ZA - Sudafrica 38
ES - Italia 31
IQ - Iraq 31
AR - Argentina 28
JP - Giappone 28
NL - Olanda 25
BE - Belgio 19
LT - Lituania 17
CZ - Repubblica Ceca 16
VE - Venezuela 16
PH - Filippine 13
CO - Colombia 12
EC - Ecuador 12
EU - Europa 11
ID - Indonesia 10
IL - Israele 9
MA - Marocco 9
PK - Pakistan 9
UZ - Uzbekistan 9
SA - Arabia Saudita 8
AE - Emirati Arabi Uniti 7
IR - Iran 7
KE - Kenya 7
MY - Malesia 6
JO - Giordania 5
NP - Nepal 5
AL - Albania 4
AT - Austria 4
DZ - Algeria 4
KR - Corea 4
LB - Libano 4
OM - Oman 4
PT - Portogallo 4
AU - Australia 3
BO - Bolivia 3
HN - Honduras 3
JM - Giamaica 3
MD - Moldavia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
TN - Tunisia 3
TT - Trinidad e Tobago 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
CL - Cile 2
ET - Etiopia 2
KZ - Kazakistan 2
NG - Nigeria 2
PY - Paraguay 2
SV - El Salvador 2
AM - Armenia 1
AQ - Antartide 1
AZ - Azerbaigian 1
BB - Barbados 1
DO - Repubblica Dominicana 1
EG - Egitto 1
GD - Grenada 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
GT - Guatemala 1
HU - Ungheria 1
KI - Kiribati 1
KW - Kuwait 1
LV - Lettonia 1
MM - Myanmar 1
MT - Malta 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
PS - Palestinian Territory 1
RO - Romania 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 18.076
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Città #
Dallas 1.771
Singapore 996
Jacksonville 947
San Jose 844
Chandler 839
Dublin 798
Hong Kong 443
Ashburn 433
Santa Clara 396
Boardman 328
New York 246
The Dalles 240
Council Bluffs 216
Izmir 212
Nanjing 176
San Mateo 172
Wilmington 133
Moscow 132
Lauterbourg 129
Beijing 125
Lawrence 120
Princeton 120
Los Angeles 115
Ho Chi Minh City 113
Hanoi 105
Woodbridge 75
L'aquila 70
Ann Arbor 69
Milan 66
Nanchang 65
Shenyang 62
Munich 50
São Paulo 46
Rome 44
Frankfurt am Main 40
Hefei 40
Warsaw 40
Pescara 39
Hebei 37
Mountain View 36
Tianjin 36
Denver 35
Verona 34
Columbus 33
Helsinki 33
Teramo 33
Turku 32
Johannesburg 31
Orem 30
Brooklyn 28
Shanghai 28
Jinan 26
Seattle 26
Kitzingen 25
London 25
Berlin 24
Guangzhou 23
Kunming 23
Moscufo 23
Tokyo 23
Bremen 21
Chennai 21
Jiaxing 21
Changsha 20
Haiphong 20
Brussels 19
Chicago 19
Zhengzhou 19
Atlanta 18
Belo Horizonte 18
Boston 18
Hangzhou 18
Manchester 18
Montreal 18
Phoenix 18
Poplar 18
Stockholm 18
Toronto 18
Amsterdam 17
Des Moines 17
Houston 17
Norwalk 16
Da Nang 15
Chieti 14
Ningbo 14
Rio de Janeiro 14
Brno 13
Falkenstein 13
Mexico City 12
Baghdad 11
North Bergen 11
Pune 11
Lappeenranta 10
Mumbai 9
New Delhi 9
Querétaro 9
Ankara 8
Brasília 8
Campinas 8
Charlotte 8
Totale 12.103
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Nome #
Mitigation of Transversal Seismic Effects on Underground Utility Tunnel Systems 478
Transverse seismic isolation of pipelines in underground utility tunnels for enhanced earthquake protection 439
Protection of Underground Utility Tunnel Contents from Transversal Earthquake Effects 301
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 189
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 180
Dynamics of a Soft Contractile Body on a Hard Support 175
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 173
Experimental characterization of the overturning of three-dimensional square based rigid block 169
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 164
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 161
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 158
Multiple Timescales Analysis for 1:2 and 1:3 Resonant Hopf Bifurcations 155
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 153
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 151
Simulation of Contact Among Rigid Surfaces by Using Short Range Force Fields 149
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 146
Comparison between the seismic response of 2D and 3D models of rigid blocks 145
Galloping of internally resonant towers subjected to turbulent wind 144
Multiscale Analysis for Multiple Bifurcations of Continuous Nonconservative Mechanical Systems 143
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 143
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part I: Formulation 141
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part II: Forced motion 134
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 134
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 132
Protection of slender rigid blocks from the overturning by using an active control system 132
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 132
Nonstationary nonplanar free motio ns of an orbiting string with multiple internal resonances 131
Base Isolation of Sliding-Rocking Non-Symmetyric Rigid Blocks Subjected to Impulsive and Seismic Excitations 131
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 131
3D model of rigid block with a rectangular base subject to pulse-type excitation 130
Qualitative Analysis of Classes of Motion for Multiresonant Systems I. An Algebraic Method 130
Modeling the Contact of Stiff and Soft Bodies with a Rigid Support by Short Range Force Fields 129
Sensitivities and linear stability analysis around a double-zero eigenvalue 128
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 128
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 127
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 126
Dynamics of 3D non-symmetric rigid bodies 125
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 125
Multiscale Analysis of Defective Multiple-Hopf Bifurcations 124
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 124
A Nonlinear Model of Open Cross Section Beams for Dynamic Interaction Analysis 123
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 123
Linear and Nonlinear Interactions Between Static and Dynamic Bifurcations of Damped Planar Beams 121
Divergence, Hopf and Double-Zero Bifurcations of a Nonlinear Planar Beam 121
Protection of a trilithic structure from the overturning by using a pendulum mass damper 120
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 120
Solution to the problem of Nicolai 119
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 118
Bifurcation Equations through Multiple-Scales Analysis for a Continuous Model of a Planar Beam 117
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 117
Characterization of the overturning scenario of asymmetric rigid blocks under one-sine pulse excitation 116
L’oscillatore semplice isolato 116
Seismic response of a non-symmetric rigid block on a constrained oscillating base 116
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 116
Qualitative analysis of classes of motion for multiresonant systems II. A geometrical method 115
Contact mechanics in an affine nutshell, mathematical modeling, mechanics & materials 115
Bouncing, rolling and sticking of stiff and soft bodies 115
Static behavior of the ‘long' or 'short’ barrel vaults 115
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 113
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 113
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 113
On the mass damper effects on the rocking motion of non symmetric rigid blocks 112
Simulation of the contact among surfaces in the Dynamics of rigid bodies by using short range force fields 111
L’oscillatore semplice isolato 111
Base isolation of a non-s ymmetric rigid block representing a monolithic art object 110
Multiple-timescale analysis for bifur cation from a multiple-zero eigenvalue 110
Static behavior and bifu rcation of a monosymmetric open cross-section thin-walled beam: Numerical and experimental analysis 109
Investigations into Benefits of Base Isolation for Non-Symmetric Rigid Block 109
Miglioramento sismico e recupero di Palazzo Camponeschi 109
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 109
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 108
On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation 108
Base Isolation for Seismic Protection of Statues 108
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 106
Computational problems in multiple scale analysis 106
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 104
Intermediate disconnection of structures to improve the seismic response 104
Multiple Scale Bifurcation Analysis for Finite-Dimensional Autonomous Systems 103
Rocking motion of two- and tree-dimensional freestanding rigid bodies: Formulation and parametrical analysis 103
Analisi Asintotica di Strutture Autoeccitate in Risonanza 1:2 e 1:3 103
Soft And Rigid Impact 103
Rocking motion of two- and three-dimensional rigid bodies: Formulation and parametrical analysis 103
Seismic protection of monolithic objects of art using a constrained oscillating base 103
Mechanical behavior of barrel vaults 102
Overturning of three-dimensional monolithic objects of art under seismic excitation 102
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 101
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 101
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 100
Standard Form of Modulation Equations for Internally and Externally Resonant Systems 100
Equazioni di Modulazione ed Analisi delle Classi di Moto di Sistemi Multirisonanti 100
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 100
Multiple Time Scale Analysis for Bifurcation from a Double-Zero Eigenvalue 99
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 99
Dynamic and seismic behavior of monolithic objects of art: a 3D approach 98
Analisi di Sensibilità delle Proprietà spettrali di Sistemi Lineari Monoparametrici 98
Impact, bouncing and motility 98
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 98
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 98
Theoretical and Experimental Finite Forced Motions of a Thin Walled, Cantilever Beam: Dynamic Instability and Modal Coupling 97
Multiple Hopf Bifurcation Analysis for Finite-Dimensional Systems 97
Totale 13.012
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Categoria #
all - tutte 67.874
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 67.874
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202149 0 0 0 0 0 0 0 0 0 0 0 49
2021/2022798 56 71 214 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
2025/20267.709 311 779 1.495 843 571 479 1.142 206 545 796 458 84
Totale 18.281