RIZZI, Egidio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
EU - Europa 28.416
NA - Nord America 11.475
AS - Asia 4.093
SA - Sud America 119
AF - Africa 57
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 17
Totale 44.213
Salva come PNG Salva come JPEG
Nazione #
GB - Regno Unito 12.147
US - Stati Uniti d'America 11.099
IE - Irlanda 5.320
IT - Italia 3.957
CN - Cina 2.518
RU - Federazione Russa 1.940
DE - Germania 1.297
FR - Francia 1.010
PL - Polonia 614
SE - Svezia 593
UA - Ucraina 507
SG - Singapore 471
CA - Canada 362
IN - India 234
AT - Austria 220
KR - Corea 168
BG - Bulgaria 164
FI - Finlandia 162
EU - Europa 133
IR - Iran 131
VN - Vietnam 120
NL - Olanda 111
TR - Turchia 108
BE - Belgio 79
ID - Indonesia 74
JP - Giappone 70
CH - Svizzera 67
BR - Brasile 62
ES - Italia 61
HK - Hong Kong 52
RO - Romania 39
TW - Taiwan 36
AU - Australia 23
DZ - Algeria 22
MY - Malesia 22
PT - Portogallo 20
CZ - Repubblica Ceca 18
GR - Grecia 17
LT - Lituania 17
CO - Colombia 15
CL - Cile 14
NZ - Nuova Zelanda 13
TH - Thailandia 13
HU - Ungheria 12
MA - Marocco 11
IL - Israele 10
AR - Argentina 9
BY - Bielorussia 9
DK - Danimarca 9
MX - Messico 9
PE - Perù 9
IQ - Iraq 8
KZ - Kazakistan 8
MN - Mongolia 8
EG - Egitto 7
PH - Filippine 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
PK - Pakistan 5
TN - Tunisia 5
AL - Albania 4
BD - Bangladesh 4
BO - Bolivia 4
ET - Etiopia 4
NO - Norvegia 4
ZA - Sudafrica 4
A2 - ???statistics.table.value.countryCode.A2??? 3
DO - Repubblica Dominicana 3
EC - Ecuador 3
NP - Nepal 3
AZ - Azerbaigian 2
CY - Cipro 2
GE - Georgia 2
HR - Croazia 2
IS - Islanda 2
LU - Lussemburgo 2
MK - Macedonia 2
SA - Arabia Saudita 2
UZ - Uzbekistan 2
VE - Venezuela 2
A1 - Anonimo 1
AM - Armenia 1
AP - ???statistics.table.value.countryCode.AP??? 1
BS - Bahamas 1
CM - Camerun 1
EE - Estonia 1
HN - Honduras 1
JE - Jersey 1
JO - Giordania 1
KW - Kuwait 1
LB - Libano 1
LK - Sri Lanka 1
LV - Lettonia 1
MO - Macao, regione amministrativa speciale della Cina 1
MW - Malawi 1
OM - Oman 1
PY - Paraguay 1
SC - Seychelles 1
SD - Sudan 1
Totale 44.334
Salva come PNG Salva come JPEG
Città #
Southend 11.676
Dublin 5.278
Jacksonville 1.277
Chandler 1.001
Mountain View 710
Bergamo 645
Ann Arbor 597
Warsaw 571
Ashburn 528
Princeton 477
Dalmine 425
Nanjing 418
Beijing 361
Boardman 320
Wilmington 308
Toronto 302
Milan 292
Rancio Valcuvia 284
Shanghai 277
Dearborn 273
Singapore 261
Woodbridge 232
Washington 219
Vienna 213
Houston 210
San Mateo 170
Petrich 153
Redwood City 150
Nanchang 147
Atlanta 128
Fairfield 124
Altamura 122
Andover 111
Kiez 103
Hangzhou 101
Moscow 96
Munich 95
Seattle 94
Zhengzhou 88
Los Angeles 84
Kunming 80
Guangzhou 78
Shenyang 72
Saint Petersburg 71
Rome 70
Jakarta 67
London 63
Brussels 61
Hanoi 60
Tianjin 55
Hebei 52
Mcallen 51
Ogden 51
Sunnyvale 49
Cambridge 48
Dong Ket 45
Needham Heights 35
Como 33
Frankfurt am Main 33
Sakarya 33
Zurich 33
Jiaxing 32
Nürnberg 32
Palermo 29
Pisa 29
Auburn Hills 28
Changsha 26
Seoul 26
Serra 24
Norwalk 23
Ottawa 23
Changchun 22
Chicago 22
Lanzhou 22
Hefei 21
Istanbul 21
Shenzhen 21
Hong Kong 20
Azzano Decimo 19
Nerviano 19
Taipei 19
Bologna 18
Jinan 18
Lappeenranta 18
Monza 18
Wuhan 18
Amsterdam 17
Bari 17
Pune 17
Augusta 16
Kraków 16
Napoli 16
Torino 16
Kiev 15
Helsinki 14
Legnano 14
Redmond 14
San Diego 14
Vilnius 14
Brescia 13
Totale 30.842
Salva come PNG Salva come JPEG
Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 835
Numerical tuning of Tuned Mass Dampers under earthquake loading 727
Elastoplastic constitutive modeling of metallic materials at finite strains: FEM numerical responses from different constitutive models 669
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 642
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 625
Minimax optimization of Tuned Mass Dampers under seismic excitation 620
Identificazione parametrica di materiali elastoplastici mediante prove di indentazione statica e dinamica 608
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests 548
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 544
On the analysis of minimum thickness in circular masonry arches 500
A unified theory of elastic degradation and damage based on a loading surface 500
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 489
Dual orthotropic damage-effect tensors with complementary structures 488
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 483
On the mixed collapse mechanism of semi-circular masonry arches 474
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation 467
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load 454
Failure prediction of smeared crack formulations 445
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 440
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load 436
Localization analysis of elastic degradation with application to scalar damage 428
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 413
A numerical approach towards best tuning of Tuned Mass Dampers 411
On failure indicators in multi-dissipative materials 385
Biomechanical simulations of corneal refractive surgery 384
Qualitative analysis of strain localization. Part I: Transversely isotropic elasticity and isotropic plasticity 373
On the optimal tuning of Tuned Mass Dampers in structural systems 370
Spatiotemporal analysis of Portevin-Le Châtelier deformation bands: theory, simulation, and experiment 362
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering 356
Anisotropic stiffness degradation triggers onset of strain localization 354
Relations between drained and undrained moduli in anisotropic elastic fluid-saturated porous media 351
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation 349
Qualitative analysis of strain localization. Part II: Transversely isotropic elasticity and plasticity 347
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 345
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results 339
On the formulation of anisotropic elastic degradation. II. Generalized pseudo-Rankine model for tensile damage 339
On the calibration strategies of the Johnson-Cook strength model: discussion and applications to experimental data 337
Analytical and numerical modelling of the Swift effect in elastoplastic torsion 336
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate 334
A formulation of anisotropic elastic damage using compact tensor formalism 334
Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations 331
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 330
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 325
On the kinematics of Portevin-Le Chatelier bands: theoretical and numerical modelling 323
On the analysis of minimum thickness in circular masonry arches 318
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 316
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 312
Friction coefficient measurements to assess tooling behaviour in hot rolling processes 311
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results 310
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction 309
Sulla localizzazione delle deformazioni in materiali e strutture 305
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation 300
Localization analysis of damaged materials 296
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands 295
Strain localization in fluid-saturated anisotropic elastic-plastic porous media 291
Experimental characterization and numerical simulations of a syntactic foam/glass fibre composite sandwich 290
Secant stress/strain relations of orthotropic elastic damage with dual properties 289
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space 288
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 282
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 282
FDD modal identification from earthquake response data with evaluation of Soil-Structure Interaction effects 281
Heat flux evaluation in high temperature ring-on-ring contacts 280
Elastoplastic parameter identification by simulation of static and dynamic indentation tests 280
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] 279
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 278
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes 277
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 276
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 276
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity 272
Mechanical behavior of a syntactic foam: experiments and modeling 272
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction 270
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels 270
Analytical solution for the elastic bending of beams lying on a variable Winkler support 268
On bifurcation in local and nonlocal materials with tension and compression damage 267
Analytical and numerical analysis on the collapse mode of circular masonry arches 265
On the formulation of isotropic and anisotropic damage 264
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques 261
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 257
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization 256
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow 253
Spatial discretization of strain localization 250
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 248
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator 247
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques 247
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach 246
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support 246
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load 245
Analytical and numerical analysis on the collapse mode of circular masonry arches 245
Limit analysis of circular masonry arches at reducing friction 245
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach 243
Strain localization in transversely isotropic elastic-plastic solids 242
Towards a general formulation of elastic degradation and damage based on a loading surface 239
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels 239
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 239
An 'extended' anisotropic damage model based on Young/Poisson decomposition 238
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 238
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 238
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 238
Determinazione analitica e numerica di direzioni di localizzazione in modelli a danneggiamento scalare 237
On the optimization of a hybrid tuned mass damper for impulse loading 235
Totale 34.591
Salva come PNG Salva come JPEG
Categoria #
all - tutte 117.262
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 117.262
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.551 0 0 0 0 0 0 429 150 414 206 156 196
2020/20216.415 643 294 255 401 383 487 792 252 783 827 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
2024/20252.349 268 453 264 983 210 101 70 0 0 0 0 0
Totale 46.059