IRIS
DI EGIDIO, ANGELO
 Distribuzione geografica
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Continente #
NA - Nord America 8.967
AS - Asia 4.443
EU - Europa 4.441
SA - Sud America 551
Continente sconosciuto - Info sul continente non disponibili 213
AF - Africa 71
OC - Oceania 7
AN - Antartide 1
Totale 18.694
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Nazione #
US - Stati Uniti d'America 8.810
SG - Singapore 1.811
CN - Cina 1.020
RU - Federazione Russa 907
IE - Irlanda 798
IT - Italia 568
SE - Svezia 501
BR - Brasile 462
HK - Hong Kong 456
TR - Turchia 438
DE - Germania 434
VN - Vietnam 384
GB - Regno Unito 330
FR - Francia 277
UA - Ucraina 257
FI - Finlandia 182
CA - Canada 89
BD - Bangladesh 86
IN - India 74
MX - Messico 43
PL - Polonia 43
ZA - Sudafrica 38
ES - Italia 33
IQ - Iraq 31
AR - Argentina 30
JP - Giappone 28
NL - Olanda 27
BE - Belgio 19
LT - Lituania 17
CO - Colombia 16
CZ - Repubblica Ceca 16
VE - Venezuela 16
EC - Ecuador 14
PH - Filippine 13
EU - Europa 11
ID - Indonesia 10
IL - Israele 9
MA - Marocco 9
PK - Pakistan 9
UZ - Uzbekistan 9
AE - Emirati Arabi Uniti 8
SA - Arabia Saudita 8
IR - Iran 7
KE - Kenya 7
MY - Malesia 6
HN - Honduras 5
JO - Giordania 5
NP - Nepal 5
PT - Portogallo 5
AL - Albania 4
AT - Austria 4
DZ - Algeria 4
KR - Corea 4
LB - Libano 4
OM - Oman 4
AU - Australia 3
BO - Bolivia 3
CL - Cile 3
CR - Costa Rica 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
ET - Etiopia 2
GT - Guatemala 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
DK - Danimarca 1
DO - Repubblica Dominicana 1
EG - Egitto 1
GD - Grenada 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 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
Totale 18.485
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Città #
Dallas 1.776
Singapore 1.001
Jacksonville 948
San Jose 852
Chandler 839
Dublin 798
Ashburn 503
Hong Kong 445
Santa Clara 414
Boardman 328
New York 257
The Dalles 240
Council Bluffs 216
Izmir 212
Nanjing 176
San Mateo 172
Beijing 135
Los Angeles 135
Wilmington 134
Moscow 132
Lauterbourg 129
Lawrence 120
Princeton 120
Ho Chi Minh City 114
Hanoi 105
Milan 76
Woodbridge 75
L'aquila 70
Ann Arbor 69
Nanchang 65
Shenyang 62
São Paulo 57
Munich 50
Rome 49
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 31
Shanghai 29
Brooklyn 28
Toronto 27
Jinan 26
Montreal 26
Phoenix 26
Seattle 26
Kitzingen 25
London 25
Berlin 24
Guangzhou 24
Kunming 23
Moscufo 23
Tokyo 23
Bremen 21
Changsha 21
Chennai 21
Jiaxing 21
Chicago 20
Haiphong 20
Boston 19
Brussels 19
Hangzhou 19
Stockholm 19
Zhengzhou 19
Atlanta 18
Belo Horizonte 18
Houston 18
Manchester 18
Poplar 18
Amsterdam 17
Des Moines 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
Buffalo 10
Charlotte 10
Lappeenranta 10
San Francisco 10
Mumbai 9
New Delhi 9
Querétaro 9
Ankara 8
Totale 12.321
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Nome #
Mitigation of Transversal Seismic Effects on Underground Utility Tunnel Systems 479
Transverse seismic isolation of pipelines in underground utility tunnels for enhanced earthquake protection 441
Protection of Underground Utility Tunnel Contents from Transversal Earthquake Effects 302
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 192
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 181
Dynamics of a Soft Contractile Body on a Hard Support 177
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 174
Experimental characterization of the overturning of three-dimensional square based rigid block 170
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 165
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 164
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 163
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 160
Multiple Timescales Analysis for 1:2 and 1:3 Resonant Hopf Bifurcations 157
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 155
Simulation of Contact Among Rigid Surfaces by Using Short Range Force Fields 151
Comparison between the seismic response of 2D and 3D models of rigid blocks 150
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 149
Galloping of internally resonant towers subjected to turbulent wind 145
Multiscale Analysis for Multiple Bifurcations of Continuous Nonconservative Mechanical Systems 145
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part I: Formulation 145
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 144
Base isolation of a non-s ymmetric rigid block representing a monolithic art object 142
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part II: Forced motion 137
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 136
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 136
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 134
Nonstationary nonplanar free motio ns of an orbiting string with multiple internal resonances 133
Base Isolation of Sliding-Rocking Non-Symmetyric Rigid Blocks Subjected to Impulsive and Seismic Excitations 133
3D model of rigid block with a rectangular base subject to pulse-type excitation 133
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 133
Qualitative Analysis of Classes of Motion for Multiresonant Systems I. An Algebraic Method 132
Protection of slender rigid blocks from the overturning by using an active control system 132
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 130
Modeling the Contact of Stiff and Soft Bodies with a Rigid Support by Short Range Force Fields 130
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 130
Sensitivities and linear stability analysis around a double-zero eigenvalue 129
A Nonlinear Model of Open Cross Section Beams for Dynamic Interaction Analysis 127
Multiscale Analysis of Defective Multiple-Hopf Bifurcations 126
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 126
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 126
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 126
Dynamics of 3D non-symmetric rigid bodies 125
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 125
Linear and Nonlinear Interactions Between Static and Dynamic Bifurcations of Damped Planar Beams 124
Divergence, Hopf and Double-Zero Bifurcations of a Nonlinear Planar Beam 123
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 123
Characterization of the overturning scenario of asymmetric rigid blocks under one-sine pulse excitation 122
Solution to the problem of Nicolai 121
Protection of a trilithic structure from the overturning by using a pendulum mass damper 121
Bifurcation Equations through Multiple-Scales Analysis for a Continuous Model of a Planar Beam 120
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 120
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 119
Qualitative analysis of classes of motion for multiresonant systems II. A geometrical method 118
L’oscillatore semplice isolato 118
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 118
Static behavior of the ‘long' or 'short’ barrel vaults 118
Contact mechanics in an affine nutshell, mathematical modeling, mechanics & materials 116
Seismic response of a non-symmetric rigid block on a constrained oscillating base 116
Bouncing, rolling and sticking of stiff and soft bodies 116
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 116
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 114
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 114
Simulation of the contact among surfaces in the Dynamics of rigid bodies by using short range force fields 114
L’oscillatore semplice isolato 113
On the mass damper effects on the rocking motion of non symmetric rigid blocks 113
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 113
Static behavior and bifu rcation of a monosymmetric open cross-section thin-walled beam: Numerical and experimental analysis 112
Investigations into Benefits of Base Isolation for Non-Symmetric Rigid Block 111
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 111
Multiple-timescale analysis for bifur cation from a multiple-zero eigenvalue 111
Miglioramento sismico e recupero di Palazzo Camponeschi 110
Base Isolation for Seismic Protection of Statues 110
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 109
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 108
On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation 108
Computational problems in multiple scale analysis 107
Rocking motion of two- and tree-dimensional freestanding rigid bodies: Formulation and parametrical analysis 106
Soft And Rigid Impact 106
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 106
Intermediate disconnection of structures to improve the seismic response 106
Multiple Scale Bifurcation Analysis for Finite-Dimensional Autonomous Systems 105
Analisi Asintotica di Strutture Autoeccitate in Risonanza 1:2 e 1:3 105
Rocking motion of two- and three-dimensional rigid bodies: Formulation and parametrical analysis 105
Seismic protection of monolithic objects of art using a constrained oscillating base 105
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 104
Mechanical behavior of barrel vaults 103
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 103
Overturning of three-dimensional monolithic objects of art under seismic excitation 103
Analisi di Sensibilità delle Proprietà spettrali di Sistemi Lineari Monoparametrici 102
Multiple Time Scale Analysis for Bifurcation from a Double-Zero Eigenvalue 102
Standard Form of Modulation Equations for Internally and Externally Resonant Systems 102
Equazioni di Modulazione ed Analisi delle Classi di Moto di Sistemi Multirisonanti 101
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 100
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 100
Dynamic and seismic behavior of monolithic objects of art: a 3D approach 99
Theoretical and Experimental Finite Forced Motions of a Thin Walled, Cantilever Beam: Dynamic Instability and Modal Coupling 99
Impact, bouncing and motility 99
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 99
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 99
Nonlinear Warping and Torsional Elongation in the Response of channel section beam 98
Totale 13.254
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Categoria #
all - tutte 71.096
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 71.096
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022742 0 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
2025/20267.724 311 779 1.495 843 571 479 1.142 206 545 796 458 99
2026/2027398 129 269 0 0 0 0 0 0 0 0 0 0
Totale 18.694