DI EGIDIO, ANGELO
 Distribuzione geografica
Continente #
NA - Nord America 8.237
EU - Europa 4.356
AS - Asia 4.276
SA - Sud America 525
AF - Africa 70
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 7
AN - Antartide 1
Totale 17.483
Nazione #
US - Stati Uniti d'America 8.122
SG - Singapore 1.749
CN - Cina 984
RU - Federazione Russa 907
IE - Irlanda 798
SE - Svezia 500
IT - Italia 496
BR - Brasile 448
HK - Hong Kong 446
TR - Turchia 438
DE - Germania 433
VN - Vietnam 382
GB - Regno Unito 329
FR - Francia 276
UA - Ucraina 257
FI - Finlandia 182
IN - India 73
CA - Canada 60
PL - Polonia 43
MX - Messico 41
ZA - Sudafrica 38
BD - Bangladesh 34
ES - Italia 31
IQ - Iraq 31
AR - Argentina 27
JP - Giappone 26
NL - Olanda 24
BE - Belgio 19
LT - Lituania 17
VE - Venezuela 16
CZ - Repubblica Ceca 15
PH - Filippine 13
EC - Ecuador 12
EU - Europa 11
CO - Colombia 10
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
LB - Libano 4
OM - Oman 4
PT - Portogallo 4
AU - Australia 3
BO - Bolivia 3
HN - Honduras 3
JM - Giamaica 3
KR - Corea 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
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
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
HU - Ungheria 1
KI - Kiribati 1
KW - Kuwait 1
LV - Lettonia 1
MM - Myanmar 1
PA - Panama 1
PE - Perù 1
PS - Palestinian Territory 1
RO - Romania 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SR - Suriname 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 17.483
Città #
Dallas 1.761
Singapore 992
Jacksonville 947
Chandler 839
Dublin 798
San Jose 740
Hong Kong 440
Ashburn 407
Santa Clara 378
Boardman 328
The Dalles 240
New York 231
Izmir 212
Nanjing 176
San Mateo 172
Wilmington 133
Moscow 132
Lauterbourg 129
Beijing 122
Lawrence 120
Princeton 120
Ho Chi Minh City 112
Los Angeles 107
Hanoi 105
Woodbridge 75
L'aquila 70
Ann Arbor 69
Nanchang 65
Milan 64
Shenyang 62
Munich 50
São Paulo 46
Rome 43
Frankfurt am Main 40
Hefei 40
Warsaw 40
Council Bluffs 38
Hebei 37
Mountain View 36
Tianjin 36
Columbus 33
Helsinki 33
Pescara 33
Teramo 33
Verona 33
Denver 32
Turku 32
Johannesburg 31
Shanghai 28
Brooklyn 27
Jinan 26
Orem 26
Seattle 26
Kitzingen 25
Berlin 24
London 24
Guangzhou 23
Kunming 23
Moscufo 23
Bremen 21
Chennai 21
Jiaxing 21
Tokyo 21
Changsha 20
Haiphong 20
Brussels 19
Zhengzhou 19
Belo Horizonte 18
Boston 18
Chicago 18
Manchester 18
Poplar 18
Stockholm 18
Amsterdam 17
Des Moines 17
Montreal 17
Phoenix 17
Toronto 17
Hangzhou 16
Norwalk 16
Atlanta 15
Da Nang 15
Houston 14
Ningbo 14
Rio de Janeiro 14
Brno 13
Falkenstein 13
Baghdad 11
North Bergen 11
Pune 11
Lappeenranta 10
Mexico City 10
New Delhi 9
Querétaro 9
Ankara 8
Brasília 8
Campinas 8
Charlotte 8
Fremont 8
Mumbai 8
Totale 11.691
Nome #
Mitigation of Transversal Seismic Effects on Underground Utility Tunnel Systems 475
Transverse seismic isolation of pipelines in underground utility tunnels for enhanced earthquake protection 436
Protection of Underground Utility Tunnel Contents from Transversal Earthquake Effects 299
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 184
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 177
Dynamics of a Soft Contractile Body on a Hard Support 171
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 170
Experimental characterization of the overturning of three-dimensional square based rigid block 167
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 161
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 160
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 155
Multiple Timescales Analysis for 1:2 and 1:3 Resonant Hopf Bifurcations 152
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 149
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 149
Simulation of Contact Among Rigid Surfaces by Using Short Range Force Fields 147
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 141
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 140
Galloping of internally resonant towers subjected to turbulent wind 138
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part I: Formulation 135
A non-linear model for the dynamic s of open cross-section thin-walled beams - Part II: Forced motion 133
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 131
Protection of slender rigid blocks from the overturning by using an active control system 130
Nonstationary nonplanar free motio ns of an orbiting string with multiple internal resonances 129
Qualitative Analysis of Classes of Motion for Multiresonant Systems I. An Algebraic Method 129
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 129
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 129
Base Isolation of Sliding-Rocking Non-Symmetyric Rigid Blocks Subjected to Impulsive and Seismic Excitations 128
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 128
3D model of rigid block with a rectangular base subject to pulse-type excitation 127
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 124
Sensitivities and linear stability analysis around a double-zero eigenvalue 122
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 122
Multiscale Analysis of Defective Multiple-Hopf Bifurcations 121
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 121
Multiscale Analysis for Multiple Bifurcations of Continuous Nonconservative Mechanical Systems 119
Linear and Nonlinear Interactions Between Static and Dynamic Bifurcations of Damped Planar Beams 118
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 118
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 117
A Nonlinear Model of Open Cross Section Beams for Dynamic Interaction Analysis 117
Protection of a trilithic structure from the overturning by using a pendulum mass damper 117
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 117
Characterization of the overturning scenario of asymmetric rigid blocks under one-sine pulse excitation 116
L’oscillatore semplice isolato 116
Solution to the problem of Nicolai 116
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 114
Divergence, Hopf and Double-Zero Bifurcations of a Nonlinear Planar Beam 114
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 114
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 113
Contact mechanics in an affine nutshell, mathematical modeling, mechanics & materials 113
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 113
Seismic response of a non-symmetric rigid block on a constrained oscillating base 112
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 112
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 111
Qualitative analysis of classes of motion for multiresonant systems II. A geometrical method 111
Dynamics of 3D non-symmetric rigid bodies 111
Bouncing, rolling and sticking of stiff and soft bodies 111
On the mass damper effects on the rocking motion of non symmetric rigid blocks 111
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 109
Base Isolation for Seismic Protection of Statues 108
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 108
Investigations into Benefits of Base Isolation for Non-Symmetric Rigid Block 107
Bifurcation Equations through Multiple-Scales Analysis for a Continuous Model of a Planar Beam 107
Base isolation of a non-s ymmetric rigid block representing a monolithic art object 107
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 106
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 106
Multiple-timescale analysis for bifur cation from a multiple-zero eigenvalue 106
Static behavior and bifu rcation of a monosymmetric open cross-section thin-walled beam: Numerical and experimental analysis 105
Computational problems in multiple scale analysis 105
Miglioramento sismico e recupero di Palazzo Camponeschi 105
L’oscillatore semplice isolato 104
Static behavior of the ‘long' or 'short’ barrel vaults 104
Modeling the Contact of Stiff and Soft Bodies with a Rigid Support by Short Range Force Fields 103
Rocking motion of two- and three-dimensional rigid bodies: Formulation and parametrical analysis 102
On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation 101
Soft And Rigid Impact 101
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 101
Simulation of the contact among surfaces in the Dynamics of rigid bodies by using short range force fields 100
Mechanical behavior of barrel vaults 100
Overturning of three-dimensional monolithic objects of art under seismic excitation 100
Intermediate disconnection of structures to improve the seismic response 100
Rocking motion of two- and tree-dimensional freestanding rigid bodies: Formulation and parametrical analysis 99
Analisi Asintotica di Strutture Autoeccitate in Risonanza 1:2 e 1:3 99
Standard Form of Modulation Equations for Internally and Externally Resonant Systems 99
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 99
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 99
Multiple Scale Bifurcation Analysis for Finite-Dimensional Autonomous Systems 98
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 98
Dynamic and seismic behavior of monolithic objects of art: a 3D approach 97
Analisi di Sensibilità delle Proprietà spettrali di Sistemi Lineari Monoparametrici 97
Impact, bouncing and motility 97
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 97
Seismic protection of monolithic objects of art using a constrained oscillating base 97
Multiple Time Scale Analysis for Resonant Double Hopf Bifurcations 96
Multiple Hopf Bifurcation Analysis for Finite-Dimensional Systems 96
Equazioni di Modulazione ed Analisi delle Classi di Moto di Sistemi Multirisonanti 96
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 96
Theoretical and Experimental Finite Forced Motions of a Thin Walled, Cantilever Beam: Dynamic Instability and Modal Coupling 95
Multiple Internal Resonance Phenomena in the Motion of an Orbiting String Satellite System 95
Pole placement method to control the rocking motion of rigid blocks 95
Totale 12.626
Categoria #
all - tutte 63.665
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 63.665


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021331 0 0 0 0 0 0 0 0 0 51 231 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
2025/20267.112 311 779 1.495 843 571 479 1.142 206 545 741 0 0
Totale 17.684