RIZZI, Egidio
 Distribuzione geografica
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Continente #
EU - Europa 32.058
NA - Nord America 19.373
AS - Asia 8.858
Continente sconosciuto - Info sul continente non disponibili 1.923
SA - Sud America 735
AF - Africa 340
OC - Oceania 41
Totale 63.328
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Nazione #
US - Stati Uniti d'America 18.704
GB - Regno Unito 12.322
IE - Irlanda 5.329
IT - Italia 4.570
CN - Cina 3.692
RU - Federazione Russa 3.486
SG - Singapore 2.588
DE - Germania 1.435
FR - Francia 1.274
SE - Svezia 730
PL - Polonia 694
VN - Vietnam 661
NL - Olanda 536
UA - Ucraina 524
CA - Canada 513
BR - Brasile 469
IN - India 404
AT - Austria 237
FI - Finlandia 217
ZA - Sudafrica 190
KR - Corea 181
BG - Bulgaria 170
TR - Turchia 162
HK - Hong Kong 154
ID - Indonesia 137
IR - Iran 136
EU - Europa 133
JP - Giappone 123
ES - Italia 109
BD - Bangladesh 106
CH - Svizzera 96
BE - Belgio 82
MX - Messico 76
AR - Argentina 73
IQ - Iraq 73
MY - Malesia 68
CO - Colombia 54
PH - Filippine 51
TW - Taiwan 49
RO - Romania 47
PK - Pakistan 45
EC - Ecuador 42
TH - Thailandia 41
DZ - Algeria 36
LT - Lituania 32
CL - Cile 31
MA - Marocco 29
AU - Australia 28
DK - Danimarca 28
SA - Arabia Saudita 27
PT - Portogallo 26
UZ - Uzbekistan 26
VE - Venezuela 25
CZ - Repubblica Ceca 22
AE - Emirati Arabi Uniti 19
GR - Grecia 18
IL - Israele 18
PE - Perù 18
TN - Tunisia 18
JM - Giamaica 16
EG - Egitto 15
HU - Ungheria 14
NP - Nepal 14
BY - Bielorussia 13
NZ - Nuova Zelanda 13
AZ - Azerbaigian 12
CR - Costa Rica 12
ET - Etiopia 12
KE - Kenya 11
KZ - Kazakistan 11
MN - Mongolia 11
HN - Honduras 10
AL - Albania 9
GT - Guatemala 8
JO - Giordania 8
UY - Uruguay 8
BO - Bolivia 7
PY - Paraguay 7
RS - Serbia 7
AM - Armenia 6
DO - Repubblica Dominicana 6
LB - Libano 6
PR - Porto Rico 6
EE - Estonia 5
SC - Seychelles 5
CW - ???statistics.table.value.countryCode.CW??? 4
HR - Croazia 4
LV - Lettonia 4
NO - Norvegia 4
QA - Qatar 4
TT - Trinidad e Tobago 4
A2 - ???statistics.table.value.countryCode.A2??? 3
BB - Barbados 3
BH - Bahrain 3
BS - Bahamas 3
GE - Georgia 3
KG - Kirghizistan 3
KW - Kuwait 3
LU - Lussemburgo 3
LY - Libia 3
Totale 61.487
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Città #
Southend 11.676
Dublin 5.285
Ashburn 2.562
San Jose 1.324
Jacksonville 1.287
Singapore 1.172
Council Bluffs 1.159
Chandler 1.001
Moscow 907
Mountain View 710
Bergamo 702
Warsaw 607
Beijing 602
Ann Arbor 597
Princeton 480
Dalmine 454
Hefei 451
Nanjing 421
Milan 389
Toronto 325
Boardman 321
Wilmington 313
Los Angeles 302
Shanghai 297
The Dalles 295
Rancio Valcuvia 284
Dearborn 275
Houston 244
Washington 234
Woodbridge 234
Vienna 222
Santa Clara 192
Johannesburg 177
Hanoi 176
Atlanta 175
Ho Chi Minh City 173
San Mateo 170
Petrich 153
Lauterbourg 151
Redwood City 151
Nanchang 148
Munich 137
Fairfield 125
Altamura 122
New York 119
Hangzhou 116
Guangzhou 114
Andover 111
Hong Kong 109
Kiez 103
Seattle 103
Buffalo 102
Rome 97
Jakarta 96
Dallas 95
Zhengzhou 94
Chicago 90
London 84
Kunming 82
Columbus 75
Shenyang 73
Frankfurt am Main 71
Saint Petersburg 71
São Paulo 69
Tianjin 66
Orem 62
Brussels 61
Helsinki 54
Hebei 52
Tokyo 52
Mcallen 51
Ogden 51
Phoenix 51
Cambridge 50
Sunnyvale 49
Brooklyn 47
Zurich 46
Dong Ket 45
Amsterdam 42
Chennai 41
Redondo Beach 41
Istanbul 40
Denver 39
Jiaxing 38
Como 37
Montreal 37
Palermo 36
Needham Heights 35
Seoul 35
Shenzhen 35
Changsha 34
Sakarya 33
Mexico City 32
Nürnberg 32
Manchester 31
Philadelphia 31
Baghdad 30
Delhi 29
Pisa 29
Auburn Hills 28
Totale 40.558
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 1.012
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 927
Numerical tuning of Tuned Mass Dampers under earthquake loading 911
Elastoplastic constitutive modeling of metallic materials at finite strains: FEM numerical responses from different constitutive models 850
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 771
Minimax optimization of Tuned Mass Dampers under seismic excitation 761
Identificazione parametrica di materiali elastoplastici mediante prove di indentazione statica e dinamica 760
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 734
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests 677
On the analysis of minimum thickness in circular masonry arches 643
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation 620
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 608
A unified theory of elastic degradation and damage based on a loading surface 600
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load 584
On the mixed collapse mechanism of semi-circular masonry arches 570
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 566
Dual orthotropic damage-effect tensors with complementary structures 551
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 544
Failure prediction of smeared crack formulations 536
A numerical approach towards best tuning of Tuned Mass Dampers 535
Localization analysis of elastic degradation with application to scalar damage 530
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load 526
On the optimal tuning of Tuned Mass Dampers in structural systems 523
Biomechanical simulations of corneal refractive surgery 505
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation 501
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 493
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering 481
On failure indicators in multi-dissipative materials 471
Analytical and numerical modelling of the Swift effect in elastoplastic torsion 471
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 469
Spatiotemporal analysis of Portevin-Le Châtelier deformation bands: theory, simulation, and experiment 451
On the calibration strategies of the Johnson-Cook strength model: discussion and applications to experimental data 447
Qualitative analysis of strain localization. Part I: Transversely isotropic elasticity and isotropic plasticity 447
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 445
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 440
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 437
Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations 429
On the formulation of anisotropic elastic degradation. II. Generalized pseudo-Rankine model for tensile damage 428
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate 427
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results 424
Qualitative analysis of strain localization. Part II: Transversely isotropic elasticity and plasticity 424
Anisotropic stiffness degradation triggers onset of strain localization 423
On the kinematics of Portevin-Le Chatelier bands: theoretical and numerical modelling 423
A formulation of anisotropic elastic damage using compact tensor formalism 422
On the analysis of minimum thickness in circular masonry arches 421
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 418
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation 413
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 407
Relations between drained and undrained moduli in anisotropic elastic fluid-saturated porous media 407
Friction coefficient measurements to assess tooling behaviour in hot rolling processes 405
Experimental characterization and numerical simulations of a syntactic foam/glass fibre composite sandwich 401
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results 399
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction 399
FDD modal identification from earthquake response data with evaluation of Soil-Structure Interaction effects 393
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 391
Heat flux evaluation in high temperature ring-on-ring contacts 386
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 381
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 378
Strain localization in fluid-saturated anisotropic elastic-plastic porous media 376
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes 372
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction 372
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction 372
Sulla localizzazione delle deformazioni in materiali e strutture 371
Localization analysis of damaged materials 369
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space 367
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels 364
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands 363
Elastoplastic parameter identification by simulation of static and dynamic indentation tests 362
On the formulation of isotropic and anisotropic damage 359
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow 358
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques 356
Secant stress/strain relations of orthotropic elastic damage with dual properties 354
Towards a general formulation of elastic degradation and damage based on a loading surface 350
On bifurcation in local and nonlocal materials with tension and compression damage 350
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach 348
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] 347
Mechanical behavior of a syntactic foam: experiments and modeling 344
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 343
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load 343
Analytical solution for the elastic bending of beams lying on a variable Winkler support 342
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 339
Analytical and numerical analysis on the collapse mode of circular masonry arches 339
Spatial discretization of strain localization 339
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization 339
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity 338
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support 336
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 332
An 'extended' anisotropic damage model based on Young/Poisson decomposition 330
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 329
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 328
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator 328
On the kinematics of Portevin–Le Chatelier deformation bands: theoretical modeling and numerical results 327
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 327
On the optimization of a hybrid tuned mass damper for impulse loading 323
Direct method for dynamic soil-structure interaction based on seismic inertia forces 323
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques 322
Analytical and numerical analysis on the collapse mode of circular masonry arches 322
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels 320
A refined Frequency Domain Decomposition tool for structural modal monitoring in earthquake engineering 316
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 316
Totale 44.851
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Categoria #
all - tutte 178.479
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 178.479
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20223.458 0 0 0 299 287 697 182 227 280 504 542 440
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
2025/202610.847 352 504 671 1.082 1.977 695 1.626 624 956 1.148 557 655
2026/20273.268 314 507 1.252 1.195 0 0 0 0 0 0 0 0
Totale 63.328