RIZZI, Egidio
 Distribuzione geografica
Continente #
EU - Europa 3.377
NA - Nord America 1.748
AS - Asia 640
AF - Africa 48
SA - Sud America 47
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 1
Totale 5.880
Nazione #
US - Stati Uniti d'America 1.696
FR - Francia 1.029
IT - Italia 855
IE - Irlanda 757
CN - Cina 212
DE - Germania 178
GB - Regno Unito 134
IN - India 88
IR - Iran 78
RU - Federazione Russa 72
JP - Giappone 54
PL - Polonia 53
TR - Turchia 43
CZ - Repubblica Ceca 39
NL - Olanda 39
CA - Canada 36
KR - Corea 32
UA - Ucraina 32
VN - Vietnam 26
BR - Brasile 23
CH - Svizzera 22
AU - Australia 19
GR - Grecia 17
HK - Hong Kong 17
NO - Norvegia 16
BE - Belgio 15
EU - Europa 15
ID - Indonesia 15
MA - Marocco 15
ES - Italia 14
RO - Romania 14
FI - Finlandia 13
SE - Svezia 12
SG - Singapore 12
JO - Giordania 11
TH - Thailandia 11
HU - Ungheria 10
AT - Austria 9
DZ - Algeria 8
TN - Tunisia 8
CL - Cile 7
EG - Egitto 7
MX - Messico 7
PT - Portogallo 7
DK - Danimarca 6
MK - Macedonia 6
PE - Perù 6
PK - Pakistan 6
TW - Taiwan 6
DO - Repubblica Dominicana 5
KH - Cambogia 5
AE - Emirati Arabi Uniti 4
BG - Bulgaria 4
BY - Bielorussia 4
CO - Colombia 4
CU - Cuba 4
LV - Lettonia 4
AR - Argentina 3
EC - Ecuador 3
IQ - Iraq 3
LT - Lituania 3
LU - Lussemburgo 3
MY - Malesia 3
NG - Nigeria 3
PH - Filippine 3
SI - Slovenia 3
ZA - Sudafrica 3
CY - Cipro 2
EE - Estonia 2
MD - Moldavia 2
MO - Macao, regione amministrativa speciale della Cina 2
RE - Reunion 2
A1 - Anonimo 1
AL - Albania 1
AM - Armenia 1
BO - Bolivia 1
CI - Costa d'Avorio 1
ET - Etiopia 1
GE - Georgia 1
KZ - Kazakistan 1
LB - Libano 1
RS - Serbia 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
UZ - Uzbekistan 1
Totale 5.895
Città #
Dublin 755
Bergamo 221
Paris 169
Ashburn 148
Dalmine 141
Mountain View 106
Houston 101
Fairfield 93
Santa Cruz 86
Ann Arbor 78
Seattle 58
London 55
Beijing 45
Cambridge 45
Woodbridge 45
Warsaw 41
Wilmington 39
Rome 37
Washington 37
Redmond 32
Rancio Valcuvia 31
Buffalo 30
Kiez 28
Southend 25
Simi Valley 21
Boardman 20
Milan 19
Moscow 17
Shanghai 17
Chicago 16
Los Angeles 16
Chennai 13
Munich 13
Tokyo 13
Council Bluffs 12
Dekalb 12
Bengaluru 11
Hanoi 11
Como 10
Seoul 10
Shenzhen 10
Turin 10
Bolzano 9
Hangzhou 9
Istanbul 9
Nerviano 9
New York 9
Palo Alto 9
Sept-Îles 9
Sistan 9
Ankara 8
Brescia 8
Castellamonte 8
Dong Ket 8
Fleming Island 8
Helsinki 8
Milpitas 8
Sydney 8
Toronto 8
Athens 7
Gumushane 7
San Diego 7
Southampton 7
Yogyakarta 7
Gongju 6
Hamburg 6
Heidesheim 6
Jakarta 6
Las Vegas 6
Leuven 6
Lima 6
Miami 6
Mito 6
Provo 6
Reggio Nell'emilia 6
San Francisco 6
San Mateo 6
Vienna 6
Amman 5
Atlanta 5
Bangkok 5
Central District 5
Chiang Mai 5
Chongqing 5
Clearwater 5
Crema 5
Dallas 5
Legnano 5
Monteprandone 5
Napoli 5
New Delhi 5
Newcastle Upon Tyne 5
Parma 5
Phnom Penh 5
Singapore 5
Skopje 5
Stockholm 5
Wuhan 5
Barcelona 4
Brooklyn 4
Totale 3.068
Nome #
Spatial discretization of strain localization, file e40f7b87-ebda-afca-e053-6605fe0aeaf2 619
Minimax optimization of Tuned Mass Dampers under seismic excitation, file e40f7b84-12a9-afca-e053-6605fe0aeaf2 530
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation, file e40f7b8a-30ae-afca-e053-6605fe0aeaf2 384
A numerical approach towards best tuning of Tuned Mass Dampers, file e40f7b84-2d0c-afca-e053-6605fe0aeaf2 330
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b89-cc27-afca-e053-6605fe0aeaf2 321
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b84-2d8b-afca-e053-6605fe0aeaf2 296
An integrated monitoring strategy for current condition assessment of historic bridges, file e40f7b89-9cec-afca-e053-6605fe0aeaf2 223
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading, file e40f7b84-4b53-afca-e053-6605fe0aeaf2 195
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load, file e40f7b87-5a82-afca-e053-6605fe0aeaf2 189
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load, file e40f7b85-c222-afca-e053-6605fe0aeaf2 180
On the mixed collapse mechanism of semi-circular masonry arches, file e40f7b84-2d91-afca-e053-6605fe0aeaf2 178
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge, file e40f7b85-1598-afca-e053-6605fe0aeaf2 166
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring, file e40f7b85-15a1-afca-e053-6605fe0aeaf2 164
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction, file e40f7b89-0164-afca-e053-6605fe0aeaf2 155
Least-thickness symmetric circular masonry arch of maximum horizontal thrust, file e40f7b8a-3b86-afca-e053-6605fe0aeaf2 151
Friction coefficient measurements to assess tooling behaviour in hot rolling processes, file e40f7b84-3edc-afca-e053-6605fe0aeaf2 147
Denoising corrupted structural vibration response: critical comparison and assessment of related methods, file e40f7b89-f18d-afca-e053-6605fe0aeaf2 147
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow, file e40f7b8a-09ee-afca-e053-6605fe0aeaf2 131
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation, file e40f7b84-3ed8-afca-e053-6605fe0aeaf2 113
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering, file e40f7b84-4b5a-afca-e053-6605fe0aeaf2 104
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization, file e40f7b89-b56c-afca-e053-6605fe0aeaf2 103
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction, file e40f7b8a-299a-afca-e053-6605fe0aeaf2 98
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment, file e40f7b8a-8ee9-afca-e053-6605fe0aeaf2 96
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification, file e40f7b8b-59a1-afca-e053-6605fe0aeaf2 87
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b8a-19a1-afca-e053-6605fe0aeaf2 79
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b8a-4d8b-afca-e053-6605fe0aeaf2 68
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation, file e40f7b8a-48ea-afca-e053-6605fe0aeaf2 61
On bifurcation in local and nonlocal materials with tension and compression damage, file e40f7b85-5b09-afca-e053-6605fe0aeaf2 59
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space, file e40f7b85-537e-afca-e053-6605fe0aeaf2 58
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load, file e40f7b8a-1533-afca-e053-6605fe0aeaf2 58
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b87-9622-afca-e053-6605fe0aeaf2 50
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures, file e40f7b87-e237-afca-e053-6605fe0aeaf2 48
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques, file e40f7b85-c942-afca-e053-6605fe0aeaf2 46
Analytical and numerical modelling of the Swift effect in elastoplastic torsion, file e40f7b87-ea25-afca-e053-6605fe0aeaf2 46
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b8a-0866-afca-e053-6605fe0aeaf2 46
Secant stress/strain relations of orthotropic elastic damage with dual properties, file e40f7b84-1c0b-afca-e053-6605fe0aeaf2 45
An 'extended' anisotropic damage model based on Young/Poisson decomposition, file e40f7b87-e6c9-afca-e053-6605fe0aeaf2 42
On the use of a syntactic foam as core for sandwich panels and as external coating for pressurised pipelines, file e40f7b85-5b0b-afca-e053-6605fe0aeaf2 40
Some problems of tensor calculus in the context of solid mechanics, file e40f7b85-48e6-afca-e053-6605fe0aeaf2 35
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands, file e40f7b85-547d-afca-e053-6605fe0aeaf2 15
Optimum tuning of passive Tuned Mass Dampers for the mitigation of pulse-like responses, file e40f7b88-21ac-afca-e053-6605fe0aeaf2 11
Biomechanical simulations of corneal refractive surgery, file e40f7b85-58a0-afca-e053-6605fe0aeaf2 9
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load, file e40f7b87-5d09-afca-e053-6605fe0aeaf2 8
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-961d-afca-e053-6605fe0aeaf2 7
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels, file e40f7b87-a746-afca-e053-6605fe0aeaf2 7
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b85-21c3-afca-e053-6605fe0aeaf2 6
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow, file e40f7b85-21c8-afca-e053-6605fe0aeaf2 6
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction, file e40f7b85-2208-afca-e053-6605fe0aeaf2 6
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach, file e40f7b85-2239-afca-e053-6605fe0aeaf2 6
A full dynamic compound inverse method for output-only element-level system identification and input estimation from earthquake response signals, file e40f7b85-5ec3-afca-e053-6605fe0aeaf2 6
A true PML approach for steady-state vibration analysis of an elastically supported beam under moving load by a DLSFEM formulation, file e40f7b89-d5b1-afca-e053-6605fe0aeaf2 6
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy), file e40f7b85-58a2-afca-e053-6605fe0aeaf2 5
Full Dynamic Compound Inverse Method for seismic output-only element-level and input identification: Unitary formulation and extensive validation, file e40f7b87-b896-afca-e053-6605fe0aeaf2 5
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction, file e40f7b89-bf9a-afca-e053-6605fe0aeaf2 5
Anisotropic stiffness degradation triggers onset of strain localization, file e40f7b84-1a41-afca-e053-6605fe0aeaf2 4
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results, file e40f7b84-1e55-afca-e053-6605fe0aeaf2 4
On the analysis of minimum thickness in circular masonry arches, file e40f7b84-35dc-afca-e053-6605fe0aeaf2 4
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels, file e40f7b85-1a50-afca-e053-6605fe0aeaf2 4
Analytical and numerical analysis on the collapse mode of circular masonry arches, file e40f7b85-6fb9-afca-e053-6605fe0aeaf2 4
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation, file e40f7b85-c39b-afca-e053-6605fe0aeaf2 4
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization, file e40f7b85-e4a8-afca-e053-6605fe0aeaf2 4
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b87-4c20-afca-e053-6605fe0aeaf2 4
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm, file e40f7b87-508a-afca-e053-6605fe0aeaf2 4
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach, file e40f7b87-5697-afca-e053-6605fe0aeaf2 4
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch, file e40f7b89-b56b-afca-e053-6605fe0aeaf2 4
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements, file e40f7b89-d87e-afca-e053-6605fe0aeaf2 4
Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements, file 934af99d-1c96-4a7c-ae18-6a670fda206a 3
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements, file c8e6f766-cf3b-4238-8eb1-1489fc4e7fbd 3
On the analysis of minimum thickness in circular masonry arches, file e40f7b84-2c73-afca-e053-6605fe0aeaf2 3
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests, file e40f7b84-376b-afca-e053-6605fe0aeaf2 3
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation, file e40f7b84-376f-afca-e053-6605fe0aeaf2 3
Heat flux evaluation in high temperature ring-on-ring contacts, file e40f7b84-4951-afca-e053-6605fe0aeaf2 3
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes, file e40f7b84-4956-afca-e053-6605fe0aeaf2 3
Determinazione analitica e numerica di direzioni di localizzazione in modelli a danneggiamento scalare, file e40f7b85-4fb5-afca-e053-6605fe0aeaf2 3
Elastic-plastic models for fluid-saturated porous media and inception of strain localisation, file e40f7b85-538d-afca-e053-6605fe0aeaf2 3
Fracture-energy-based regularization of a scalar damage model, file e40f7b85-5867-afca-e053-6605fe0aeaf2 3
Constitutive modeling of fluid-saturated porous media with degrading elastic properties, file e40f7b85-5a0e-afca-e053-6605fe0aeaf2 3
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results and numerical simulations, file e40f7b85-5f84-afca-e053-6605fe0aeaf2 3
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate, file e40f7b85-6d9c-afca-e053-6605fe0aeaf2 3
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction, file e40f7b87-4a94-afca-e053-6605fe0aeaf2 3
Refined Frequency Domain Decomposition modal dynamic identification from earthquake-induced structural responses, file e40f7b87-5224-afca-e053-6605fe0aeaf2 3
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator, file e40f7b87-583a-afca-e053-6605fe0aeaf2 3
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-ea2b-afca-e053-6605fe0aeaf2 3
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b88-1bcc-afca-e053-6605fe0aeaf2 3
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction, file e40f7b88-327e-afca-e053-6605fe0aeaf2 3
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques, file e40f7b89-c70c-afca-e053-6605fe0aeaf2 3
New computational Limit Analysis approaches for structural optimization problems, file e40f7b8b-31a2-afca-e053-6605fe0aeaf2 3
Computational elastoplastic structural analysis of carbon nanotubes, file bd39d1c3-4dc6-478c-bced-abc2e2c529cc 2
On failure indicators in multi-dissipative materials, file e40f7b84-19b7-afca-e053-6605fe0aeaf2 2
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate, file e40f7b84-1aec-afca-e053-6605fe0aeaf2 2
Numerical tuning of Tuned Mass Dampers under earthquake loading, file e40f7b84-35db-afca-e053-6605fe0aeaf2 2
On the Constitutive Modeling of Strain Rate and Temperature Dependent Materials. Part II − An Enhanced Johnson-Cook Strength Model for Splitting Strain Rate and Temperature Effects on Lower Yield Stress and Plastic Flow, file e40f7b84-377e-afca-e053-6605fe0aeaf2 2
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889), file e40f7b84-39a6-afca-e053-6605fe0aeaf2 2
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches, file e40f7b84-39aa-afca-e053-6605fe0aeaf2 2
On the formulation of isotropic and anisotropic damage, file e40f7b85-512b-afca-e053-6605fe0aeaf2 2
Strain localization in transversely isotropic elastic-plastic solids, file e40f7b85-5390-afca-e053-6605fe0aeaf2 2
Strain localization for constitutive models combining plasticity with elastic degradation, file e40f7b85-5f7f-afca-e053-6605fe0aeaf2 2
On the inception of strain localization in anisotropic solids and fluid-saturated porous media, file e40f7b85-5f81-afca-e053-6605fe0aeaf2 2
The representation problem of pairs of symmetric second-order tensors in the context of Solid Mechanics, file e40f7b85-6347-afca-e053-6605fe0aeaf2 2
A unified theory of elastic degradation and damage based on a loading surface, file e40f7b85-723a-afca-e053-6605fe0aeaf2 2
Totale 6.133
Categoria #
all - tutte 11.706
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 11.706


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201925 0 0 0 0 0 0 0 0 2 4 8 11
2019/2020103 5 6 8 21 3 5 15 13 13 4 7 3
2020/2021352 7 4 12 11 9 6 70 66 27 54 45 41
2021/2022796 52 58 26 123 76 59 62 30 41 54 130 85
2022/2023804 49 69 114 85 45 64 63 48 65 73 82 47
2023/20242.267 66 70 43 60 58 858 816 74 222 0 0 0
Totale 6.226