RIZZI, Egidio
 Distribuzione geografica
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Continente #
EU - Europa 31.838
NA - Nord America 17.144
AS - Asia 8.768
Continente sconosciuto - Info sul continente non disponibili 1.919
SA - Sud America 643
AF - Africa 335
OC - Oceania 41
Totale 60.688
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Nazione #
US - Stati Uniti d'America 16.566
GB - Regno Unito 12.287
IE - Irlanda 5.328
IT - Italia 4.468
CN - Cina 3.678
RU - Federazione Russa 3.483
SG - Singapore 2.561
DE - Germania 1.430
FR - Francia 1.265
PL - Polonia 692
SE - Svezia 681
VN - Vietnam 658
NL - Olanda 535
UA - Ucraina 522
CA - Canada 460
BR - Brasile 429
IN - India 399
AT - Austria 237
FI - Finlandia 217
ZA - Sudafrica 190
KR - Corea 181
BG - Bulgaria 170
TR - Turchia 161
HK - Hong Kong 153
IR - Iran 136
ID - Indonesia 134
EU - Europa 133
JP - Giappone 120
ES - Italia 107
BD - Bangladesh 99
CH - Svizzera 96
BE - Belgio 82
IQ - Iraq 73
MX - Messico 71
AR - Argentina 69
MY - Malesia 64
TW - Taiwan 48
RO - Romania 47
PH - Filippine 44
PK - Pakistan 40
TH - Thailandia 39
DZ - Algeria 36
CO - Colombia 34
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
GR - Grecia 18
AE - Emirati Arabi Uniti 17
IL - Israele 17
PE - Perù 17
TN - Tunisia 17
VE - Venezuela 17
EG - Egitto 15
HU - Ungheria 14
JM - Giamaica 14
NP - Nepal 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
CR - Costa Rica 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
HN - Honduras 4
HR - Croazia 4
LV - Lettonia 4
NO - Norvegia 4
QA - Qatar 4
SC - Seychelles 4
A2 - ???statistics.table.value.countryCode.A2??? 3
BH - Bahrain 3
GE - Georgia 3
GT - Guatemala 3
KW - Kuwait 3
LU - Lussemburgo 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
BS - Bahamas 2
Totale 58.866
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Città #
Southend 11.676
Dublin 5.285
Ashburn 1.999
Jacksonville 1.282
Singapore 1.168
San Jose 1.121
Chandler 1.001
Moscow 907
Mountain View 710
Bergamo 700
Council Bluffs 613
Warsaw 605
Beijing 599
Ann Arbor 597
Princeton 478
Hefei 451
Dalmine 449
Nanjing 421
Milan 372
Boardman 320
Toronto 318
Wilmington 310
Shanghai 297
The Dalles 295
Los Angeles 284
Rancio Valcuvia 284
Dearborn 274
Houston 237
Woodbridge 234
Washington 228
Vienna 222
Johannesburg 177
Hanoi 176
Ho Chi Minh City 170
San Mateo 170
Atlanta 164
Petrich 153
Lauterbourg 151
Redwood City 150
Nanchang 148
Santa Clara 147
Munich 137
Fairfield 125
Altamura 122
Hangzhou 116
Guangzhou 114
Andover 111
Hong Kong 108
New York 107
Kiez 103
Seattle 101
Jakarta 96
Buffalo 94
Zhengzhou 94
Rome 92
London 83
Dallas 82
Kunming 82
Chicago 78
Shenyang 73
Saint Petersburg 71
Frankfurt am Main 70
Tianjin 66
Brussels 61
Orem 61
Columbus 57
Helsinki 54
Hebei 52
Mcallen 51
Ogden 51
Tokyo 51
Cambridge 49
Sunnyvale 49
São Paulo 49
Zurich 46
Dong Ket 45
Amsterdam 42
Chennai 41
Istanbul 40
Denver 38
Jiaxing 38
Redondo Beach 38
Brooklyn 37
Como 37
Montreal 35
Needham Heights 35
Seoul 35
Shenzhen 35
Changsha 34
Palermo 33
Sakarya 33
Nürnberg 32
Manchester 31
Mexico City 31
Baghdad 30
Delhi 29
Pisa 29
Auburn Hills 28
Da Nang 28
Stockholm 27
Totale 38.960
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Nome #
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889) 995
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 899
Numerical tuning of Tuned Mass Dampers under earthquake loading 891
Elastoplastic constitutive modeling of metallic materials at finite strains: FEM numerical responses from different constitutive models 837
Minimax optimization of Tuned Mass Dampers under seismic excitation 750
Identificazione parametrica di materiali elastoplastici mediante prove di indentazione statica e dinamica 744
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 733
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 719
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests 662
On the analysis of minimum thickness in circular masonry arches 607
A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading 598
A unified theory of elastic degradation and damage based on a loading surface 588
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation 585
Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load 574
On the mixed collapse mechanism of semi-circular masonry arches 560
FEM modelling of the Paderno d’Adda bridge (Italy, 1889) 557
Dual orthotropic damage-effect tensors with complementary structures 540
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches 529
Failure prediction of smeared crack formulations 526
Localization analysis of elastic degradation with application to scalar damage 522
A numerical approach towards best tuning of Tuned Mass Dampers 517
Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load 516
On the optimal tuning of Tuned Mass Dampers in structural systems 508
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation 486
Biomechanical simulations of corneal refractive surgery 484
Experimental and numerical investigations for the structural characterization of a historic RC arch bridge 481
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering 469
Analytical and numerical modelling of the Swift effect in elastoplastic torsion 462
On failure indicators in multi-dissipative materials 452
Pack rust corrosion evaluation on historical riveted steel bridges [Studio dei fenomeni di corrosione in fessura di ponti chiodati di valenza storica] 445
Qualitative analysis of strain localization. Part I: Transversely isotropic elasticity and isotropic plasticity 436
Spatiotemporal analysis of Portevin-Le Châtelier deformation bands: theory, simulation, and experiment 435
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) 435
On the calibration strategies of the Johnson-Cook strength model: discussion and applications to experimental data 431
Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring 429
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate 427
On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate 414
On the formulation of anisotropic elastic degradation. II. Generalized pseudo-Rankine model for tensile damage 412
On the kinematics of Portevin-Le Chatelier bands: theoretical and numerical modelling 410
Qualitative analysis of strain localization. Part II: Transversely isotropic elasticity and plasticity 409
Anisotropic stiffness degradation triggers onset of strain localization 407
A formulation of anisotropic elastic damage using compact tensor formalism 407
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results 404
Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations 404
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction 404
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation 403
Relations between drained and undrained moduli in anisotropic elastic fluid-saturated porous media 400
On the analysis of minimum thickness in circular masonry arches 398
Friction coefficient measurements to assess tooling behaviour in hot rolling processes 389
Experimental characterization and numerical simulations of a syntactic foam/glass fibre composite sandwich 387
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis 386
On the Portevin-Le Chatelier effect: theoretical modeling and numerical results 386
Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction 384
Analytical and numerical DDA analysis on the collapse mode of circular masonry arches 380
Heat flux evaluation in high temperature ring-on-ring contacts 378
FDD modal identification from earthquake response data with evaluation of Soil-Structure Interaction effects 372
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes 365
Strain localization in fluid-saturated anisotropic elastic-plastic porous media 364
Sulla localizzazione delle deformazioni in materiali e strutture 364
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping 363
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy) 357
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space 357
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands 356
Elastoplastic parameter identification by simulation of static and dynamic indentation tests 354
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction 354
Localization analysis of damaged materials 353
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow 344
Secant stress/strain relations of orthotropic elastic damage with dual properties 343
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] 342
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques 340
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels 340
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction 337
On bifurcation in local and nonlocal materials with tension and compression damage 335
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889) 334
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization 332
Analytical and numerical analysis on the collapse mode of circular masonry arches 331
Mechanical behavior of a syntactic foam: experiments and modeling 330
Analytical solution for the elastic bending of beams lying on a variable Winkler support 330
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals 327
Spatial discretization of strain localization 326
Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity 324
An 'extended' anisotropic damage model based on Young/Poisson decomposition 323
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach 321
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load 318
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support 318
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator 317
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm 316
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889) 316
Analytical and numerical analysis on the collapse mode of circular masonry arches 316
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures 316
Direct method for dynamic soil-structure interaction based on seismic inertia forces 315
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques 314
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling 314
Towards a general formulation of elastic degradation and damage based on a loading surface 310
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels 310
On the formulation of isotropic and anisotropic damage 309
Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge 309
On the optimization of a hybrid tuned mass damper for impulse loading 307
Simulation of shear response of masonry panels under flat-jack testing 303
Optimum earthquake-tuned TMDs: Seismic performance and new design concept of balance of split effective modal masses 303
Totale 43.320
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Categoria #
all - tutte 171.053
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 171.053
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20224.270 0 571 241 299 287 697 182 227 280 504 542 440
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
2025/202610.847 352 504 671 1.082 1.977 695 1.626 624 956 1.148 557 655
2026/2027628 314 314 0 0 0 0 0 0 0 0 0 0
Totale 60.688