FALOPE, FEDERICO OYEDEJI
 Distribuzione geografica
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Continente #
NA - Nord America 5.068
AS - Asia 2.589
EU - Europa 1.825
SA - Sud America 344
Continente sconosciuto - Info sul continente non disponibili 107
AF - Africa 72
OC - Oceania 2
Totale 10.007
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Nazione #
US - Stati Uniti d'America 4.871
SG - Singapore 819
IT - Italia 713
CN - Cina 708
GB - Regno Unito 362
HK - Hong Kong 320
BR - Brasile 263
VN - Vietnam 228
SE - Svezia 158
BD - Bangladesh 127
DE - Germania 102
CA - Canada 96
FR - Francia 89
KR - Corea 86
RU - Federazione Russa 77
IN - India 61
ID - Indonesia 46
UA - Ucraina 45
FI - Finlandia 44
NL - Olanda 42
JP - Giappone 33
TR - Turchia 32
MX - Messico 27
AR - Argentina 25
BG - Bulgaria 24
CH - Svizzera 24
BE - Belgio 23
DZ - Algeria 19
IQ - Iraq 19
IE - Irlanda 18
ZA - Sudafrica 18
CR - Costa Rica 16
IR - Iran 15
LT - Lituania 14
SI - Slovenia 14
CO - Colombia 13
ES - Italia 12
PL - Polonia 12
EC - Ecuador 11
HN - Honduras 11
JM - Giamaica 11
IL - Israele 10
VE - Venezuela 10
AE - Emirati Arabi Uniti 9
CZ - Repubblica Ceca 9
MY - Malesia 9
AT - Austria 8
PH - Filippine 8
PK - Pakistan 8
SA - Arabia Saudita 8
TW - Taiwan 8
CM - Camerun 7
PY - Paraguay 7
EG - Egitto 6
PE - Perù 6
AZ - Azerbaigian 5
CL - Cile 5
HU - Ungheria 5
NP - Nepal 5
TN - Tunisia 5
UZ - Uzbekistan 5
BB - Barbados 4
GP - Guadalupe 4
GT - Guatemala 4
MA - Marocco 4
NI - Nicaragua 4
PA - Panama 4
PR - Porto Rico 4
PT - Portogallo 4
SK - Slovacchia (Repubblica Slovacca) 4
SV - El Salvador 4
TT - Trinidad e Tobago 4
EE - Estonia 3
RO - Romania 3
SC - Seychelles 3
SM - San Marino 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
BH - Bahrain 2
BO - Bolivia 2
BS - Bahamas 2
BY - Bielorussia 2
CY - Cipro 2
ET - Etiopia 2
GE - Georgia 2
GR - Grecia 2
KE - Kenya 2
LK - Sri Lanka 2
MM - Myanmar 2
PS - Palestinian Territory 2
QA - Qatar 2
RS - Serbia 2
SN - Senegal 2
TH - Thailandia 2
UY - Uruguay 2
AO - Angola 1
AU - Australia 1
BM - Bermuda 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
BW - Botswana 1
Totale 9.890
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Città #
Ashburn 666
Santa Clara 456
Singapore 422
San Jose 342
Hong Kong 310
Fairfield 276
Hefei 246
Council Bluffs 241
Chandler 237
Southend 184
Seattle 135
Cambridge 131
Nyköping 126
Woodbridge 125
Houston 102
Beijing 98
Wilmington 93
London 92
Seoul 82
Modena 81
Ho Chi Minh City 75
Ann Arbor 73
Los Angeles 72
Milan 66
Dearborn 60
Hanoi 57
New York 56
Jacksonville 48
San Diego 45
The Dalles 44
Bologna 40
Dallas 37
Kent 37
Jakarta 33
Minneapolis 32
Helsinki 31
Rome 31
Chicago 29
Buffalo 28
Princeton 27
Lauterbourg 25
Sofia 23
Orem 22
São Paulo 22
Chennai 21
Moscow 21
Shanghai 21
Columbus 20
Naples 20
Atlanta 19
Boardman 19
Brussels 19
Amsterdam 18
Toronto 17
Falls Church 16
Reggio Emilia 16
Eugene 15
Montreal 15
Rio de Janeiro 15
Da Nang 14
Frankfurt am Main 14
Phoenix 14
San José 14
Guangzhou 13
Munich 13
Tokyo 13
North Bergen 12
Izmir 11
Nanjing 11
Ottawa 11
San Mateo 11
Bari 10
Carpi 10
Denver 10
Florence 10
Mexico City 10
Redwood City 10
Basingstoke 9
Brooklyn 9
Dong Ket 9
Dublin 9
Haiphong 9
Lappeenranta 9
Saint Augustine 9
Salt Lake City 9
Campogalliano 8
Changsha 8
Correggio 8
Johannesburg 8
Padova 8
Palermo 8
Turin 8
Warsaw 8
Bremen 7
Detroit 7
Las Vegas 7
New Delhi 7
Paris 7
Porto Alegre 7
Ankara 6
Totale 6.125
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Nome #
Buckling of a Timoshenko beam bonded to an elastic half-plane: Effects of sharp and smooth beam edges 403
Double lap shear test on steel fabric reinforced cementitious matrix (SFRCM) 374
Bending device and anticlastic surface measurement of solids under large deformations and displacements 356
The bending of fully nonlinear beams. Theoretical, numerical and experimental analyses 352
Impregnated Carbon Fabric–Reinforced Cementitious Matrix Composite for Rehabilitation of the Finale Emilia Hospital Roofs: Case Study 334
Modified hinged beam test on steel fabric reinforced cementitious matrix (SFRCM) 321
Finite Torsion of Compressible Circular Cylinders: An Approximate Solution 319
Finite Thin Cover on an Orthotropic Elastic Half Plane 315
Mechanical performance and crack pattern analysis of aged Carbon Fabric Cementitious Matrix (CFRCM) composites 289
2D Green’s functions for an elastic layer on a rigid support loaded by an internal point force 289
Dispositivo per l'isolamento di apparecchiature industriali, strutture e infrastrutture civili basato su moduli reticolari a traliccio 287
Dispositivo smorzatore assiale ad elastomeri 280
Thin film bonded to elastic orthotropic substrate under thermal loading 277
The Bending Theory of Fully Nonlinear Beams 272
Partially coated ceramic layer under thermal stress 265
FE Analyses of Hyperelastic Solids under Large Bending: The Role of the Searle Parameter and Eulerian Slenderness 259
Shear deformable beams in contact with an elastic half-plane 246
Finite bending of beams with anticlastic effect: analytical model, experimental test and FE modeling 244
Analytical and experimental study of snap-through instability in truss structures 243
Snap-through and Eulerian buckling of the bi-stable von Mises truss in nonlinear elasticity: A theoretical, numerical and experimental investigation 241
On the anticlastic bending of solids at finite strains 228
Finite bending of non-slender beams and the limitations of the Elastica theory 216
Analytic insights on isotropic energy forms based on experiments of finite torsion 211
Energetically exhaustive homothetic tests of hyperelastic isotropic materials: analytic tools and experimental characterization 195
Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening 193
Advancing contact between a rigid pin and a FGM circular beam with clearance 187
Euler-Bernoulli nanobeam welded to a compressible semi-infinite substrate 182
Experiments on the finite torsion of nearly incompressible rubber-like materials: nonlinear effects, analytic modeling and rubber characterization 181
Large Deformations and Stability of the Two-Bar Truss Under Vertical Loads 180
Snap-through of a bi-stable truss in finite elasticity 173
Energetic exhaustiveness for the direct characterization of energy forms of hyperelastic isotropic materials 169
Finite torsion of compressible hyperelastic cylinders: from simple to restrained torsion 165
Snap-through and Eulerian buckling of the von Mises truss 156
Green functions for an elastic layer on a rigid base and related problems 155
The problem of shear in finite elasticity: an alternative formulation to simple shear and pure shear 154
Lateral buckling of a hyperleastic solid under finite bending 153
Large twisting of non-circular cylinders in unconstrained elasticity 141
Energetic Exhaustiveness: tracing energy derivatives from nonlinear homogeneous deformations 112
On the measure of shear at large strains 111
Stress shielding effect in cylindrical joints with clearance using FGM 104
Lateral buckling of the compressed edge of a beam under finite bending 103
Can Energy Outcomes from Uniaxial and Equibiaxial Tests be Compared? Theory and Experiments 100
All You Need Is an Unequal Biaxial Test: Full-Field Coverage Characterization of the Energy Domain for Hyperelastic Isotropic Materials 92
Coactive stresses in MEMS and NEMS based on periodically bent crystals 77
Shear Models in Finite Elasticity 63
Inhomogeneous Sliding Shear Versus Simple Shear in Linear Elasticity 53
The full-field coverage characterization over the energy domain of hyperelastic isotropic materials 43
On a unified framework for the consistent comparison of experimental tests in isotropic hyperelasticity 34
Three-dimensional angular shear deformation in finite elasticity 30
Large deformations generated by the purely angular shear 30
An invariant transformation in finite hyperelasticity: Jacobian structure, boundary singularities and energy coupling 30
On the Shear Models in Finite Elasticity 20
Totale 10.007
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Categoria #
all - tutte 37.045
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 37.045
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022436 0 0 0 0 22 43 27 52 58 50 138 46
2022/2023690 60 106 61 73 70 87 19 78 90 11 18 17
2023/2024474 22 22 13 75 87 68 11 49 18 20 18 71
2024/20251.898 82 22 12 114 331 246 110 137 196 193 195 260
2025/20263.142 271 182 258 279 282 148 490 145 265 342 248 232
2026/20271.667 211 517 367 464 108 0 0 0 0 0 0 0
Totale 10.007