BENFRATELLO, Salvatore
 Distribuzione geografica
Continente #
NA - Nord America 5.108
EU - Europa 2.188
AS - Asia 1.306
SA - Sud America 244
AF - Africa 37
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 4
Totale 8.893
Nazione #
US - Stati Uniti d'America 5.094
IT - Italia 733
CN - Cina 576
SG - Singapore 437
UA - Ucraina 317
FI - Finlandia 269
BR - Brasile 208
DE - Germania 170
IE - Irlanda 167
SE - Svezia 126
JP - Giappone 109
GB - Regno Unito 103
RU - Federazione Russa 75
FR - Francia 51
HK - Hong Kong 27
KR - Corea 25
BE - Belgio 24
TR - Turchia 22
PL - Polonia 21
CH - Svizzera 20
NL - Olanda 20
AT - Austria 19
RO - Romania 19
IN - India 17
IR - Iran 16
CI - Costa d'Avorio 13
ES - Italia 13
IQ - Iraq 13
UZ - Uzbekistan 12
GR - Grecia 11
PT - Portogallo 11
CO - Colombia 9
AR - Argentina 6
AU - Australia 6
MA - Marocco 6
PK - Pakistan 6
TH - Thailandia 6
TW - Taiwan 6
CA - Canada 5
VE - Venezuela 5
ZA - Sudafrica 5
AZ - Azerbaigian 4
DZ - Algeria 4
ID - Indonesia 4
JM - Giamaica 4
MX - Messico 4
NP - Nepal 4
PE - Perù 4
CL - Cile 3
EG - Egitto 3
KE - Kenya 3
LB - Libano 3
PH - Filippine 3
PY - Paraguay 3
UY - Uruguay 3
VN - Vietnam 3
AL - Albania 2
BD - Bangladesh 2
BG - Bulgaria 2
BO - Bolivia 2
CM - Camerun 2
CZ - Repubblica Ceca 2
SA - Arabia Saudita 2
XK - ???statistics.table.value.countryCode.XK??? 2
A1 - Anonimo 1
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
EC - Ecuador 1
EU - Europa 1
HR - Croazia 1
HU - Ungheria 1
IS - Islanda 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LT - Lituania 1
LU - Lussemburgo 1
MC - Monaco 1
ME - Montenegro 1
MM - Myanmar 1
MT - Malta 1
MY - Malesia 1
NI - Nicaragua 1
NO - Norvegia 1
QA - Qatar 1
RS - Serbia 1
SC - Seychelles 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 8.893
Città #
Fairfield 629
Ashburn 539
Chandler 461
Woodbridge 373
Singapore 331
Wilmington 300
Houston 286
Seattle 236
Ann Arbor 227
Cambridge 205
Jacksonville 172
Dublin 167
Palermo 149
Medford 146
Nanjing 122
Des Moines 120
Tokyo 107
Princeton 93
New York 65
Altamura 58
Council Bluffs 57
Beijing 48
Boardman 47
Santa Clara 47
Lawrence 45
Tulsa 43
Jinan 41
Nanchang 40
Milan 38
San Diego 38
Shenyang 35
Hebei 34
Changsha 26
Ludwigshafen am Rhein 26
Los Angeles 25
Tianjin 24
Dearborn 23
Zhengzhou 23
Brussels 22
Guangzhou 20
Jiaxing 20
Hong Kong 18
London 17
Redwood City 17
São Paulo 15
Seongnam 14
Abidjan 13
Ningbo 13
Saint Petersburg 13
Verona 12
Rome 11
Columbus 10
Dallas 10
Helsinki 10
Nuremberg 10
San Mateo 10
San Paolo di Civitate 10
Haikou 9
Naples 9
Tashkent 9
Catania 8
Chicago 8
Hangzhou 8
Rio de Janeiro 8
Vienna 8
Warsaw 8
Atlanta 7
Istanbul 7
Matosinhos 7
Taiyuan 7
Taizhou 7
Turin 7
Yverdon 7
Belo Horizonte 6
Casablanca 6
Fuzhou 6
Jongno-gu 6
Moscow 6
Norwalk 6
Auburn Hills 5
Baghdad 5
Denver 5
Lanzhou 5
Lappeenranta 5
Orange 5
Porto Alegre 5
Shenzhen 5
Springfield 5
Tehran 5
Amsterdam 4
Baku 4
Barcelona 4
Bogotá 4
Carini 4
Curitiba 4
Den Haag 4
Guarulhos 4
Izmir 4
Kunming 4
Lima 4
Totale 5.965
Nome #
I Telamoni del Tempio di Zeus ad Agrigento: rilievi, disegni e ricostruzioni 251
Thermal and structural properties of a hemp–lime biocomposite 217
Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames 213
Speckle Interferometry Analysis of Full-bending Behavior of GFRP Pultruded Material 202
LRPH device optimization for axial and shear stresses 168
Optimal design of steel frames accounting for buckling 151
Bounds on transient phase plastic deformations in optimal design of steel frames subjected to cyclic loads 148
Evaluation of the shakedown limit load multiplier for stochastic seismic actions 146
Numerical and experimental verification of a technique for locating a fatigue crack on beams vibrating under Gaussian excitation 145
Optimization of structures with unrestricted dynamic shakedown constraints 145
Discrete variable design of frames subjected to seismic actions accounting for element slenderness 142
On the analysis of Catalan thin vaults 141
Probabilistic Evaluation of the Adaptation Time for Structures under Seismic Loads 140
A multicriterion design of steel frames with shakedown constraints 134
On the modern use of the bòvedas tabicadas 130
Numerical and experimental verification of a technique for locating a fatigue crack on beams vibrating under Gaussian excitation 128
Testing mechanical characteristics of chestnut stakes used in bed sills for stream restoration 127
Identification of stiffness, dissipation and input parameters of multi degree of freedom civil systems under unmeasured base excitations 122
Evaluation of continuous filament mat influence on the bending behaviour of GFRP pultruded material via Electronic Speckle Pattern Interferometry 121
Effect of surface finish on the mechanical behaviour of Dacron© 360 woven 118
Comparison between unrestricted dynamic shakedown design and a new probabilistic approach for structures under seismic loadings 116
Structural Design of Frames Able to Prevent Element Buckling 115
Influence of the quadratic term in the alongwind stochastic response of SDOF structures 115
Optimal design of elastic plastic frames accounting for seismic protection devices 113
Non-gaussian approach for stochastic analysis of offshore structures 112
Dynamic shakedown design of structures under repeated seismic loads 111
Dynamic elastic analysis of MDOF structures with random strengths 110
Bòvedas tabicadas: experimental and numerical analysis 107
On the post-elastic behavior of LRPH connections 107
Electronic speckle pattern interferometry for the analysis of wood bending behaviour 106
Filter approach to the stochastic analysis of MDOF wind-excited structures 106
Stochastic response of MDOF wind-excited structures by means of Volterra series approach 106
Il rumore ambientale e l’affidabilità strutturale: il caso della chiesa di N. S. dell’Itria a Castelvetrano 102
Gaussian and non-Gaussian stochastic sensitivity analysis of discrete structural system 101
Mode-superposition correction method for deterministic and stochastic analysis of structural systems 101
Analysis of mechanical behaviour of wood species by speckle interferometry 100
Pseudo-force method for a stochastic analysis of nonlinear systems 100
Seismic shakedown design of frames based on a probabilistic approach 99
Fixed strength and stiffness hinges for steel frames 97
Approccio cinematico per la analisi limite di strutture reticolari con resistenze aleatorie 96
INFLUENZA DEL TRATTAMENTO SUPERFICIALE SUL COMPORTAMENTO MECCANICO DEL DACRON TNF 360 91
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 90
Experimental and numerical analysis of flexural behaviour of GFRP pultruded material 90
Flexural behaviour of glass panels under dead load and uniform lateral pressure 90
An optimal design of FE structures with limited ductility 89
Multicriterion design of frames with constraints on buckling 89
Numerical validation of LRPH behaviour by FEM analysis 88
Case Study of the Structural Behavior of a Catalan Bricks Masonry Vault 87
Optimal shakedown design of base isolated structures 86
Comparison among different dynamic shakedown approaches 86
Experimental characterization of dacron 360 woven constitutive behavior 83
Evaluation of the bending behaviour of laminated glass beams via electronic speckle pattern interferometry 82
Progetto ad adattamento plastico di strutture ad elementi finiti 80
Optimal design of structures equipped with different seismic protecting devices 80
Smart beam element approach for lrph device 80
An optimal design of elastic plastic structures with bounds on transient and steady-state plastic deformations 78
Modellazione numerica del comportamento meccanico delle volte catalane 77
Crack identification in a beam by measure of the responce to white noise 77
Shakedown design of structures under dynamic loading 76
DACRON© 360 WOVEN: EXPERIMENTAL CHARACTERIZATION AND COMPUTATIONAL ASPECTS 76
Analisi del comportamento flessionale del legno attraverso la interferometria Speckle 74
EFFECT OF SURFACE FINISH ON THE TENSILE BEHAVIOR OF DACRON© 360 WOVEN 74
Il comportamento sismico dei telai tamponati 73
Identification of multi degree of freedom civil systems under base lateral random forces by using potential models 73
Discrete variables structural design of frames safe against buckling 73
A perturbation approach for the response of dynamically modified structural systems 73
A plastic shakedown design of FE structures with constraints on deformations 72
Minimum displacement design of base isolation devices 71
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 70
L'uso di elementi in acciaio per la messa a punto di un set-up di prova per lastre di vetro strutturale di grandi dimensioni 69
P-Delta effect in structural optimization 69
Materiali naturali in edilizia: analisi sperimentali e primi risultati. 68
Identificazione dinamica di una struttura complessa in muratura attraverso rumore ambientale: problematiche e strategie 67
TRADITION AND MODERNITY OF CATALAN VAULTS: HISTORICAL AND STRUCTURAL ANALYSIS 65
Analisi limite elastica di strutture con resistenze aleatorie sotto azioni dinamiche campionate 64
Optimal design of structures under dynamic loading 64
Influence of protecting devices on the optimal design of elastic plastic structures 63
Alterazioni delle caratteristiche fisico-chimiche e meccaniche dei paletti di castagno in ambiente mediterraneo 63
A case study of the structural behavior of a catalan bricks masonry vault 63
Reliable measures of plastic deformations for elastic plastic structures in shakedown conditions 63
Crack identification in a beam by measure of the response to white noise 62
Optimal design of new steel connections 62
Experimental analysis of flexural behaviour of glued lamellar wood by speckle interferometry 61
Experimental analysis of "bovedas tabicadas" 61
Sul progetto di telai metallici ad elevata dissipazione plastica 60
On the optimal design of base isolation devices 60
L'isolamento dalle vibrazioni 59
On the structural optimization in presence of base isolating devices 59
A new design problem in the formulation of a special moment resisting connection device for preventing local buckling 59
A proposal for improving the elastic behaviour of dogbone 49
The restoration of the North-East corner columns of Santa Maria La Nova the cloister in Monreale, Italy 49
On the Limit Behaviour of Moment Resisting Connections Under Uncertainties 49
Flexural behavior of laminated glass beams with T cross-sections 46
Indagini teoriche e sperimentali su dissipatori ad attrito per edifici in acciaio in zona sismica 43
Targeted steel frames by means of innovative moment resisting connections 42
Welded section defence by LRPD devices 33
A New Iterative Design Strategy for Steel Frames Modelled by Generalised Multi-Stepped Beam Elements 28
Experimental analysis of new moment resisting steel connections 27
Experimental Analysis and Numerical Modelling of the Mechanical Behavior of a Sisal-Fiber-Reinforced Geopolymer 27
Indagini sperimentali su componenti di una pensilina in vetro stratificato 26
Totale 9.217
Categoria #
all - tutte 35.838
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 35.838


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020389 0 0 0 0 0 0 0 0 0 86 226 77
2020/20211.059 54 90 90 89 93 61 113 63 117 72 98 119
2021/2022957 34 206 29 67 18 41 55 53 104 133 35 182
2022/20231.436 125 223 37 123 164 223 133 109 199 17 59 24
2023/2024843 30 107 28 134 74 147 153 23 22 9 11 105
2024/20251.338 44 119 269 158 92 75 150 137 123 171 0 0
Totale 9.320