RIZZI, Egidio
 Distribuzione geografica
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Continente #
EU - Europa 31.675
NA - Nord America 16.670
AS - Asia 8.704
SA - Sud America 636
AF - Africa 333
OC - Oceania 41
Continente sconosciuto - Info sul continente non disponibili 20
Totale 58.079
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Nazione #
US - Stati Uniti d'America 16.106
GB - Regno Unito 12.286
IE - Irlanda 5.328
IT - Italia 4.392
CN - Cina 3.666
RU - Federazione Russa 3.483
SG - Singapore 2.525
DE - Germania 1.424
FR - Francia 1.264
PL - Polonia 691
VN - Vietnam 658
SE - Svezia 629
NL - Olanda 534
UA - Ucraina 522
CA - Canada 455
BR - Brasile 424
IN - India 399
AT - Austria 237
FI - Finlandia 215
ZA - Sudafrica 190
KR - Corea 180
BG - Bulgaria 169
TR - Turchia 158
HK - Hong Kong 152
IR - Iran 136
EU - Europa 133
ID - Indonesia 133
JP - Giappone 119
ES - Italia 106
BD - Bangladesh 92
BE - Belgio 82
CH - Svizzera 79
IQ - Iraq 72
MX - Messico 70
AR - Argentina 69
MY - Malesia 64
TW - Taiwan 48
RO - Romania 47
PH - Filippine 43
PK - Pakistan 40
TH - Thailandia 39
DZ - Algeria 36
CO - Colombia 32
LT - Lituania 32
CL - Cile 29
MA - Marocco 29
AU - Australia 28
PT - Portogallo 26
SA - Arabia Saudita 26
UZ - Uzbekistan 26
EC - Ecuador 25
DK - Danimarca 24
CZ - Repubblica Ceca 22
AE - Emirati Arabi Uniti 17
GR - Grecia 17
IL - Israele 17
PE - Perù 17
TN - Tunisia 17
VE - Venezuela 17
EG - Egitto 15
HU - Ungheria 14
NP - Nepal 14
BY - Bielorussia 13
NZ - Nuova Zelanda 13
ET - Etiopia 12
JM - Giamaica 12
AZ - Azerbaigian 11
KE - Kenya 11
MN - Mongolia 11
KZ - Kazakistan 10
AL - Albania 8
JO - Giordania 8
UY - Uruguay 8
BO - Bolivia 7
CR - Costa Rica 7
PY - Paraguay 7
RS - Serbia 7
AM - Armenia 6
DO - Repubblica Dominicana 6
LB - Libano 6
HN - Honduras 4
LV - Lettonia 4
NO - Norvegia 4
QA - Qatar 4
A2 - ???statistics.table.value.countryCode.A2??? 3
BH - Bahrain 3
GE - Georgia 3
HR - Croazia 3
KW - Kuwait 3
MK - Macedonia 3
OM - Oman 3
PS - Palestinian Territory 3
SN - Senegal 3
SY - Repubblica araba siriana 3
XK - ???statistics.table.value.countryCode.XK??? 3
BB - Barbados 2
CI - Costa d'Avorio 2
CY - Cipro 2
IS - Islanda 2
KG - Kirghizistan 2
Totale 58.161
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Città #
Southend 11.676
Dublin 5.285
Ashburn 1.921
Jacksonville 1.282
Singapore 1.159
San Jose 1.096
Chandler 1.001
Moscow 907
Mountain View 710
Bergamo 700
Warsaw 604
Beijing 598
Ann Arbor 597
Princeton 477
Council Bluffs 467
Hefei 451
Dalmine 446
Nanjing 420
Milan 363
Boardman 320
Toronto 318
Wilmington 309
The Dalles 295
Shanghai 294
Rancio Valcuvia 284
Los Angeles 278
Dearborn 273
Houston 234
Woodbridge 233
Washington 227
Vienna 222
Johannesburg 177
Hanoi 176
Ho Chi Minh City 170
San Mateo 170
Atlanta 160
Petrich 153
Lauterbourg 151
Redwood City 150
Nanchang 147
Munich 137
Fairfield 125
Altamura 122
Hangzhou 116
Guangzhou 114
Andover 111
Hong Kong 107
Santa Clara 106
New York 105
Kiez 103
Seattle 100
Jakarta 96
Zhengzhou 94
Buffalo 93
Rome 88
London 83
Kunming 82
Dallas 77
Chicago 74
Shenyang 73
Saint Petersburg 71
Frankfurt am Main 70
Tianjin 66
Brussels 61
Orem 61
Helsinki 53
Hebei 52
Columbus 51
Mcallen 51
Ogden 51
Tokyo 50
Cambridge 49
Sunnyvale 49
São Paulo 49
Dong Ket 45
Amsterdam 42
Chennai 41
Zurich 39
Denver 38
Jiaxing 38
Redondo Beach 38
Istanbul 37
Como 35
Montreal 35
Needham Heights 35
Shenzhen 35
Brooklyn 34
Changsha 34
Seoul 34
Palermo 33
Sakarya 33
Nürnberg 32
Manchester 31
Mexico City 31
Baghdad 29
Delhi 29
Pisa 29
Auburn Hills 28
Da Nang 28
Stockholm 27
Totale 38.581
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 980
On the Constitutive Modeling of Strain Rate and Temperature Dependent Materials. Part I − Calibration Strategies of the Johnson-Cook Strength Model: Discussion and Applications to Experimental Data 893
Numerical tuning of Tuned Mass Dampers under earthquake loading 889
Elastoplastic constitutive modeling of metallic materials at finite strains: FEM numerical responses from different constitutive models 831
Identificazione parametrica di materiali elastoplastici mediante prove di indentazione statica e dinamica 740
Minimax optimization of Tuned Mass Dampers under seismic excitation 738
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 729
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 718
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests 659
On the analysis of minimum thickness in circular masonry arches 599
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 587
A unified theory of elastic degradation and damage based on a loading surface 585
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation 582
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load 570
On the mixed collapse mechanism of semi-circular masonry arches 558
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 556
Dual orthotropic damage-effect tensors with complementary structures 539
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 526
Failure prediction of smeared crack formulations 524
Localization analysis of elastic degradation with application to scalar damage 517
A numerical approach towards best tuning of Tuned Mass Dampers 515
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load 515
On the optimal tuning of Tuned Mass Dampers in structural systems 494
Biomechanical simulations of corneal refractive surgery 482
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 481
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation 477
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering 461
Analytical and numerical modelling of the Swift effect in elastoplastic torsion 458
On failure indicators in multi-dissipative materials 450
Qualitative analysis of strain localization. Part I: Transversely isotropic elasticity and isotropic plasticity 434
Spatiotemporal analysis of Portevin-Le Châtelier deformation bands: theory, simulation, and experiment 433
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 432
On the calibration strategies of the Johnson-Cook strength model: discussion and applications to experimental data 425
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 425
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 424
On the formulation of anisotropic elastic degradation. II. Generalized pseudo-Rankine model for tensile damage 411
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate 411
On the kinematics of Portevin-Le Chatelier bands: theoretical and numerical modelling 407
Qualitative analysis of strain localization. Part II: Transversely isotropic elasticity and plasticity 406
Anisotropic stiffness degradation triggers onset of strain localization 405
A formulation of anisotropic elastic damage using compact tensor formalism 405
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 404
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results 403
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 402
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation 401
Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations 400
Relations between drained and undrained moduli in anisotropic elastic fluid-saturated porous media 398
On the analysis of minimum thickness in circular masonry arches 396
Friction coefficient measurements to assess tooling behaviour in hot rolling processes 387
Experimental characterization and numerical simulations of a syntactic foam/glass fibre composite sandwich 386
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 384
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results 383
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction 380
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 378
Heat flux evaluation in high temperature ring-on-ring contacts 377
FDD modal identification from earthquake response data with evaluation of Soil-Structure Interaction effects 369
Strain localization in fluid-saturated anisotropic elastic-plastic porous media 363
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes 360
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 360
Sulla localizzazione delle deformazioni in materiali e strutture 356
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space 355
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands 352
Localization analysis of damaged materials 352
Elastoplastic parameter identification by simulation of static and dynamic indentation tests 348
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction 348
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 344
Discussion on the paper: Application of some anisotropic damage model to the prediction of failure of some complex industrial concrete structure [Pierre Badel, Vincent Godard, Jean-Baptiste Leblond, Int. J. Solids Struct. 44 (2007), 5848-5874] 339
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow 339
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques 339
Secant stress/strain relations of orthotropic elastic damage with dual properties 337
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels 335
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 332
Analytical and numerical analysis on the collapse mode of circular masonry arches 331
On bifurcation in local and nonlocal materials with tension and compression damage 331
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization 330
Mechanical behavior of a syntactic foam: experiments and modeling 329
Analytical solution for the elastic bending of beams lying on a variable Winkler support 329
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity 323
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction 323
An 'extended' anisotropic damage model based on Young/Poisson decomposition 322
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 321
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach 319
Spatial discretization of strain localization 318
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator 316
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load 316
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support 316
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 315
Analytical and numerical analysis on the collapse mode of circular masonry arches 314
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 312
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 311
Direct method for dynamic soil-structure interaction based on seismic inertia forces 311
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques 310
On the formulation of isotropic and anisotropic damage 308
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 308
Towards a general formulation of elastic degradation and damage based on a loading surface 306
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels 306
On the optimization of a hybrid tuned mass damper for impulse loading 305
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 303
Failure detection of smeared crack formulations 301
Simulation of shear response of masonry panels under flat-jack testing 300
Totale 42.912
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Categoria #
all - tutte 165.382
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 165.382
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021278 0 0 0 0 0 0 0 0 0 0 0 278
2021/20224.581 311 571 241 299 287 697 182 227 280 504 542 440
2022/20233.926 589 395 486 673 340 474 61 185 324 97 161 141
2023/20247.085 111 146 201 144 267 1.415 4.064 264 125 53 55 240
2024/20255.503 268 453 264 983 210 101 116 198 708 675 889 638
2025/202610.765 352 504 671 1.082 1.977 695 1.626 624 956 1.148 557 573
Totale 59.978