RIZZI, Egidio
 Distribuzione geografica
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Continente #
EU - Europa 31.618
NA - Nord America 15.557
AS - Asia 8.577
SA - Sud America 635
AF - Africa 333
OC - Oceania 41
Continente sconosciuto - Info sul continente non disponibili 20
Totale 56.781
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Nazione #
US - Stati Uniti d'America 15.031
GB - Regno Unito 12.283
IE - Irlanda 5.328
IT - Italia 4.338
CN - Cina 3.626
RU - Federazione Russa 3.483
SG - Singapore 2.457
DE - Germania 1.423
FR - Francia 1.265
PL - Polonia 692
VN - Vietnam 659
SE - Svezia 629
NL - Olanda 533
UA - Ucraina 522
CA - Canada 433
BR - Brasile 425
IN - India 392
AT - Austria 238
FI - Finlandia 216
ZA - Sudafrica 190
KR - Corea 181
BG - Bulgaria 169
TR - Turchia 158
HK - Hong Kong 148
IR - Iran 135
EU - Europa 133
ID - Indonesia 133
JP - Giappone 119
ES - Italia 106
BD - Bangladesh 87
BE - Belgio 82
CH - Svizzera 78
IQ - Iraq 72
AR - Argentina 69
MX - Messico 67
MY - Malesia 63
RO - Romania 47
TW - Taiwan 45
PH - Filippine 43
PK - Pakistan 40
TH - Thailandia 39
DZ - Algeria 36
LT - Lituania 32
CO - Colombia 31
MA - Marocco 29
AU - Australia 28
CL - Cile 28
PT - Portogallo 26
SA - Arabia Saudita 26
UZ - Uzbekistan 26
EC - Ecuador 25
DK - Danimarca 24
CZ - Repubblica Ceca 22
TN - Tunisia 18
GR - Grecia 17
IL - Israele 17
PE - Perù 17
VE - Venezuela 17
AE - Emirati Arabi Uniti 16
EG - Egitto 15
NP - Nepal 15
HU - Ungheria 14
BY - Bielorussia 13
NZ - Nuova Zelanda 13
ET - Etiopia 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
PY - Paraguay 7
RS - Serbia 7
AM - Armenia 6
DO - Repubblica Dominicana 6
LB - Libano 6
JM - Giamaica 5
CR - Costa Rica 4
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
CI - Costa d'Avorio 2
CY - Cipro 2
IS - Islanda 2
KG - Kirghizistan 2
LU - Lussemburgo 2
Totale 56.868
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Città #
Southend 11.676
Dublin 5.285
Ashburn 1.856
Jacksonville 1.281
Singapore 1.146
Chandler 1.001
Moscow 907
San Jose 900
Mountain View 710
Bergamo 690
Warsaw 605
Ann Arbor 597
Beijing 585
Princeton 477
Hefei 451
Dalmine 446
Nanjing 420
Milan 356
Boardman 320
Toronto 313
Wilmington 308
Shanghai 294
The Dalles 294
Rancio Valcuvia 284
Dearborn 273
Los Angeles 255
Woodbridge 232
Houston 231
Vienna 222
Washington 222
Johannesburg 177
Hanoi 176
Ho Chi Minh City 170
San Mateo 170
Atlanta 157
Petrich 153
Lauterbourg 151
Redwood City 150
Nanchang 147
Munich 137
Fairfield 124
Altamura 122
Guangzhou 113
Hangzhou 112
Andover 111
Hong Kong 103
Kiez 103
Seattle 100
Jakarta 96
New York 96
Zhengzhou 94
Council Bluffs 91
Buffalo 89
Rome 86
London 83
Kunming 82
Shenyang 73
Saint Petersburg 71
Frankfurt am Main 70
Dallas 69
Chicago 66
Tianjin 66
Santa Clara 64
Brussels 61
Orem 60
Helsinki 54
Hebei 52
Mcallen 51
Ogden 51
Tokyo 50
Sunnyvale 49
São Paulo 49
Cambridge 48
Dong Ket 45
Amsterdam 42
Chennai 41
Zurich 39
Jiaxing 38
Redondo Beach 38
Istanbul 37
Changsha 35
Como 35
Needham Heights 35
Seoul 35
Shenzhen 35
Denver 33
Palermo 33
Sakarya 33
Nürnberg 32
Manchester 31
Montreal 31
Brooklyn 30
Baghdad 29
Da Nang 29
Delhi 29
Pisa 29
Auburn Hills 28
Mexico City 28
Stockholm 27
Poplar 26
Totale 37.737
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 964
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 878
Numerical tuning of Tuned Mass Dampers under earthquake loading 868
Elastoplastic constitutive modeling of metallic materials at finite strains: FEM numerical responses from different constitutive models 814
Identificazione parametrica di materiali elastoplastici mediante prove di indentazione statica e dinamica 731
Minimax optimization of Tuned Mass Dampers under seismic excitation 727
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 712
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 705
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests 653
On the analysis of minimum thickness in circular masonry arches 582
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 579
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation 575
A unified theory of elastic degradation and damage based on a loading surface 572
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load 563
On the mixed collapse mechanism of semi-circular masonry arches 547
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 546
Dual orthotropic damage-effect tensors with complementary structures 533
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 518
Failure prediction of smeared crack formulations 516
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load 507
A numerical approach towards best tuning of Tuned Mass Dampers 506
Localization analysis of elastic degradation with application to scalar damage 502
On the optimal tuning of Tuned Mass Dampers in structural systems 484
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 476
Biomechanical simulations of corneal refractive surgery 474
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation 466
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering 456
On failure indicators in multi-dissipative materials 445
Analytical and numerical modelling of the Swift effect in elastoplastic torsion 445
Spatiotemporal analysis of Portevin-Le Châtelier deformation bands: theory, simulation, and experiment 425
Qualitative analysis of strain localization. Part I: Transversely isotropic elasticity and isotropic plasticity 424
On the calibration strategies of the Johnson-Cook strength model: discussion and applications to experimental data 421
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 417
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 415
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 414
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate 406
On the formulation of anisotropic elastic degradation. II. Generalized pseudo-Rankine model for tensile damage 405
On the kinematics of Portevin-Le Chatelier bands: theoretical and numerical modelling 405
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation 400
Anisotropic stiffness degradation triggers onset of strain localization 399
Qualitative analysis of strain localization. Part II: Transversely isotropic elasticity and plasticity 399
A formulation of anisotropic elastic damage using compact tensor formalism 397
Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations 395
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 395
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 395
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results 394
On the analysis of minimum thickness in circular masonry arches 392
Relations between drained and undrained moduli in anisotropic elastic fluid-saturated porous media 388
Friction coefficient measurements to assess tooling behaviour in hot rolling processes 382
Experimental characterization and numerical simulations of a syntactic foam/glass fibre composite sandwich 379
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 375
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction 374
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results 371
Heat flux evaluation in high temperature ring-on-ring contacts 370
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 369
FDD modal identification from earthquake response data with evaluation of Soil-Structure Interaction effects 362
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 358
Strain localization in fluid-saturated anisotropic elastic-plastic porous media 355
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space 349
Sulla localizzazione delle deformazioni in materiali e strutture 349
Localization analysis of damaged materials 347
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes 346
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands 344
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction 343
Elastoplastic parameter identification by simulation of static and dynamic indentation tests 340
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 337
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels 335
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques 332
Secant stress/strain relations of orthotropic elastic damage with dual properties 330
Analytical and numerical analysis on the collapse mode of circular masonry arches 328
On bifurcation in local and nonlocal materials with tension and compression damage 328
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization 328
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] 327
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 327
Analytical solution for the elastic bending of beams lying on a variable Winkler support 323
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow 322
Mechanical behavior of a syntactic foam: experiments and modeling 321
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity 319
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction 319
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach 314
Spatial discretization of strain localization 312
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator 312
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load 312
Analytical and numerical analysis on the collapse mode of circular masonry arches 312
An 'extended' anisotropic damage model based on Young/Poisson decomposition 311
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 310
Direct method for dynamic soil-structure interaction based on seismic inertia forces 310
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support 309
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 308
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 307
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques 306
On the optimization of a hybrid tuned mass damper for impulse loading 304
On the formulation of isotropic and anisotropic damage 304
Towards a general formulation of elastic degradation and damage based on a loading surface 302
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 302
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 301
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels 300
Limit analysis of circular masonry arches at reducing friction 298
Simulation of shear response of masonry panels under flat-jack testing 297
Optimum earthquake-tuned TMDs: Seismic performance and new design concept of balance of split effective modal masses 297
Totale 42.147
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Categoria #
all - tutte 158.160
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 158.160
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.125 0 0 0 0 0 0 0 0 0 827 1.020 278
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
2025/20269.461 352 504 671 1.082 1.977 695 1.634 628 965 953 0 0
Totale 58.674