Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

CAMPIONE, Giuseppe
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 9.965
EU - Europa 4.283
AS - Asia 3.999
SA - Sud America 773
AF - Africa 147
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 12
Totale 19.195
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 9.863
CN - Cina 1.484
IT - Italia 1.292
SG - Singapore 1.274
BR - Brasile 658
UA - Ucraina 573
HK - Hong Kong 477
FI - Finlandia 416
RU - Federazione Russa 409
IE - Irlanda 355
DE - Germania 270
GB - Regno Unito 257
VN - Vietnam 227
PL - Polonia 220
SE - Svezia 140
FR - Francia 106
IN - India 78
TR - Turchia 60
KR - Corea 51
IQ - Iraq 49
IR - Iran 47
MX - Messico 45
CI - Costa d'Avorio 44
BE - Belgio 42
BD - Bangladesh 40
CA - Canada 38
AR - Argentina 37
RO - Romania 36
NL - Olanda 33
MY - Malesia 27
ID - Indonesia 24
UZ - Uzbekistan 22
CO - Colombia 20
ZA - Sudafrica 20
EG - Egitto 18
JP - Giappone 18
SA - Arabia Saudita 18
GR - Grecia 17
LT - Lituania 17
AT - Austria 16
CH - Svizzera 16
PH - Filippine 15
EC - Ecuador 14
ES - Italia 13
KE - Kenya 13
MA - Marocco 13
AL - Albania 11
PK - Pakistan 11
AU - Australia 10
PY - Paraguay 10
TW - Taiwan 10
AE - Emirati Arabi Uniti 9
CL - Cile 9
DZ - Algeria 9
ET - Etiopia 9
TH - Thailandia 9
TN - Tunisia 8
UY - Uruguay 8
PT - Portogallo 7
VE - Venezuela 7
BG - Bulgaria 6
CZ - Repubblica Ceca 6
IL - Israele 6
NZ - Nuova Zelanda 6
PE - Perù 6
EU - Europa 5
JM - Giamaica 5
JO - Giordania 5
LB - Libano 5
SY - Repubblica araba siriana 5
AZ - Azerbaigian 4
DO - Repubblica Dominicana 4
KZ - Kazakistan 4
LV - Lettonia 4
NP - Nepal 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AO - Angola 3
BO - Bolivia 3
DK - Danimarca 3
EE - Estonia 3
NG - Nigeria 3
PA - Panama 3
RS - Serbia 3
SI - Slovenia 3
XK - ???statistics.table.value.countryCode.XK??? 3
BH - Bahrain 2
GE - Georgia 2
HR - Croazia 2
KG - Kirghizistan 2
KH - Cambogia 2
LY - Libia 2
MM - Myanmar 2
SK - Slovacchia (Repubblica Slovacca) 2
TT - Trinidad e Tobago 2
A1 - Anonimo 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BI - Burundi 1
BM - Bermuda 1
BT - Bhutan 1
Totale 19.178
Salva come PNG Salva come JPEG
Città #
Fairfield 1.280
Ashburn 1.192
Chandler 718
Singapore 697
Woodbridge 673
Wilmington 563
Houston 557
Seattle 512
Hong Kong 439
Ann Arbor 428
Cambridge 417
Dublin 354
Jacksonville 310
Beijing 271
Medford 258
Palermo 205
Zgierz 182
Nanjing 179
Princeton 163
Des Moines 161
Dallas 157
Altamura 123
Moscow 121
Boardman 109
Los Angeles 97
Hefei 95
Tulsa 91
New York 88
Lawrence 87
San Diego 78
Ho Chi Minh City 74
Dearborn 73
Nanchang 67
Jinan 59
Shenyang 58
Changsha 57
Milan 57
Hebei 55
Santa Clara 55
São Paulo 53
Hanoi 52
Buffalo 51
Tianjin 50
Abidjan 44
London 40
Brussels 38
Council Bluffs 37
Jiaxing 37
Ningbo 36
The Dalles 36
Redwood City 35
Rome 35
Zhengzhou 35
Guangzhou 33
Ludwigshafen am Rhein 32
Frankfurt am Main 30
Chicago 26
Seongnam 25
Atlanta 24
Orange 24
Rio de Janeiro 23
San Paolo di Civitate 23
Hangzhou 22
Columbus 21
Taizhou 21
Haikou 20
Saint Petersburg 20
Izmir 18
Johannesburg 17
Mumbai 17
Piscataway 17
Warsaw 17
Auburn Hills 16
Brooklyn 15
Lanzhou 14
Tashkent 14
Tokyo 14
Bologna 13
Central District 13
Haiphong 13
Kuala Lumpur 13
Montreal 13
Poplar 13
San Mateo 13
Amsterdam 12
Campinas 12
Curitiba 12
Dhaka 12
Seoul 12
Belo Horizonte 11
Denver 11
Kunming 11
Naples 11
Orem 11
Agrigento 10
Brasília 10
Central 10
Fuzhou 10
Nairobi 10
Pune 10
Totale 12.508
Salva come PNG Salva come JPEG
Nome #
Load carrying capacity of RC compressed columns strengthened with steel angles and strips 259
Behavior in compression of concrete cylinders externally wrapped with basalt fibers 257
Gli infissi in ferro - finestra: una proposta di restauro 209
Analytical Prediction of the Flexural Response of External RC Joints with Smooth Rebars 205
Compressive behaviour of concrete elliptical columns confined by single hoops 197
Analytical evaluation of steel–concrete composite trussed beam shear capacity 194
The use of pumice lightweight concrete for masonry applications 191
Flexural behaviour of external R/C steel fibre reinforced beam-column joints 191
Steel fiber-reinforced concrete corbels:experimental behavior and shear strength prediction 171
Analytical model for high-strength concrete columns with square cross-section 171
Compressive behaviour of laminated structural glass members 171
Biaxial deformation and ductility domains for engineered rectangular RC cross-sections: A parametric study highlighting the positive roles of axial load, geometry and materials 167
Compressive behavior of short high-strength concrete columns 163
Flexural and Shear Resistance of Steel Fiber–Reinforced Lightweight Concrete Beams 163
Brick masonry columns externally wrapped with steel wires under concentric and eccentric loads 162
Shear and flexural strength prediction of corroded R.C. beams 162
Simplified Model for Compressive Behavior of Concrete Columns Strengthened by Steel Angles and Strips 161
Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns 160
Behaviour of concrete deep beams with openings and low shear span-to-depth ratio 159
Hand verification for flexural strength of existing R.C. floors subject to degradation phenomena 157
A simple model for the calculation of the axial load-carrying capacity of corroded RC columns 155
Moment-Axial Domain of Corroded R.C. Columns 154
Applicability of over-coring technique to loaded RC columns 153
Retrofitting of existing steel MR-frames by encasing the columns 152
Behavior of fiber-reinforced concrete columns under axially and eccentrically compressive loads 151
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 148
Strength and ductility of R.C. columns strengthened with steel angles and battens 148
D-Regions 147
Influence of steel reinforcements on the behavior of compressed high strength R.C. circular columns 147
Compressive behavior of FRP externally wrapped R.C. column with buckling effects of longitudinal bars 146
Influence of FRP wrapping techniques on the compressive behavior of concrete prisms 144
Influenza dei Fenomeni Attritivi nella Risposta Strutturale di Colonne in c.a. Rinforzate con Incamiciatura in Acciaio: Confronto numerico-sperimentale e Predizione Analitica della Capacità 143
Efficiency of stress-strain models of confined concrete with and without steel jacketing to reproduce experimental results 142
Mechanical properties of steel fibre reinforced lightweight concrete with pumice stone or expanded clay aggregates 142
Behaviour in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement 142
Analisi sperimentale del comportamento flessionale di colonne in calcestruzzo fibrorinforzato 140
Some comments on the experimental behavior of FRC beams in flexure 139
Assessment of the load carrying capacity of reinforced concrete columns strengthened by steel cages Specificità nella valutazione della capacità portante di colonne in calcestruzzo armato rinforzate con incamiciatura in acciaio 137
Moment-axial force domain of corroded R.C. columns 136
Risk of failure in existing RC balcony and strength verification under degradation phenomena 136
Approximate Solution on Large Deflection of Glass Panels Subjected to Uniform Pressure 135
Practical Calculation Models for Column Footing and Comparison with Experimental Data 135
Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response 135
Analytical prediction of load deflection curves of external steel fibers R/C beam-column joints under monotonic loading 133
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads 133
Shear-to-Moment Interaction in Glass Beams with Open Cross Sections 132
Flexural behavior of external beam-column reinforced concrete assemblages externally strengthened with steel cages 131
Coperture in vetro stratificato: criteri di progettazione 130
Structural behavior of the old masonry bridge in the Gulf of Castellammare 130
Experimental behavior of concrete filled-columns in compression 129
Effects of circular openings on the compressive behaviour of R.C. columns 129
Strength and strain enhancements of concrete columns confined with FRP sheets 128
Engineering failure analysis of corroded R.C. beams in flexure and shear 128
Comportamento flessionale di mensole tozze in calcestruzzo fibrorinforzato 127
Structural behaviour of hybrid glass beams with T cross-sections 127
Influenza del carotaggio sullo stato tensionale e deformativo di elementi compressi 126
Use of FRP fabrics and stainless steel grids for strengthening brick masonry columns 126
Flexural Test on a Full-Scale 60-kW Wind Turbine-Tower Telescopic Steel Pipe 126
Indagine sperimentale su travi in calcestruzzo fibroso sottoposte a carichi monotonici e ciclici 125
Shear strength of steel fiber reinforced concrete beams with stirrups 125
Steel-concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions 124
Shear design of high strength concrete beams in MRFs 123
In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges 122
Behavior in compression of lightweight fiber reinforced concrete with hooked steel fibers and transverse steel reinforcement 121
Flexural response of external R.C. beam-column joints externally strengthened with steel cages 121
Simplified analytical model for moment–axial force domain in the presence of shear in R.C. members externally strengthened with steel cages 121
Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets 121
Case Study of the Structural Behavior of a Catalan Bricks Masonry Vault 121
Travetti e solai 120
Bond characterization of monolithic and layered glass panels and ultrasonic tests to control glued surfaces 120
Testing of “Global Young's Modulus E” on a rehabilitated masonry bell tower in Venice 120
The use of steel angles for the connection of laminated glass beams: Experiments and modelling 119
RC Columns Strengthened with Steel Angles and Battens: Experimental Results and Design Procedure 119
Simplified model for compressive response of RC column footing with square cross-section 119
Flexural behavior of hybrid glass beams with rectangular cross-sections 119
Influence of radius of corners in concrete columns confined with FRP sheets 118
Comportamento flessionale di nodi esterni in calcestruzzo fibrorinforzato 118
Degraded Gerber Saddles in RC Bridges 117
Shear strength of High-strength concrete beams: modeling and design recommendations 117
Comportamento flessionale di mensole tozze in calcestruzzo fibrorinforzato ad alta resistenza 116
Simplified flexural response of steel-fiber reinforced concrete beams 116
Fibrous reinforced concrete beams in flexure: experimental investigation, analytical modelling and design consideration 115
Flexural behaviour of glass panels under dead load and uniform lateral pressure 115
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 114
Resistenza e duttilità di colonne compresse in calcestruzzo ad alta resistenza 114
Strength and strain capacity of fiber reinforced polymer confined concrete in elliptical columns 114
Experimental investigation on compressive behavior of bottle-shaped struts 113
Adventages in using fibers in reinforced concrete members under compression 112
Stainless steel grids for confinement of clay brick masonry columns 112
Performance of steel fibrous reinforced concrete corbels subjected to vertical and horizontal loads 109
Laminated Glass Members in Compression: Experiments and Modeling 109
Comportamento sperimentale di regioni diffusive di elementi in c.a. 107
Experimental investigation on mansory panels manufactured with pumice lightweight concrete 106
INFLUENZA DEL DIAMETRO DEL FORO SUL COMPORTAMENTO IN COMPRESSIONE DI COLONNE IN C.A. 106
Capacità portante di mensole tozze in calcestruzzo fibroso o rinforzate con FRP 105
Shear and flexural strength of corroded R.C. beams 105
Palo telescopico per produzione eolica con ridotto impatto ambientale 105
Practical Model for Load-Carrying Capacity of Eccentrically Loaded Square Column Footings 104
One-dimensional members 103
Influenza delle armature sul comportamento in compressione di colonne in calcestruzzo ad alta resistenza 103
Totale 13.745
Salva come PNG Salva come JPEG
Categoria #
all - tutte 76.474
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 76.474
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.095 0 0 0 0 0 102 140 136 198 128 184 207
2021/20221.587 80 366 46 77 54 78 61 75 222 155 62 311
2022/20232.133 223 386 44 177 252 350 133 178 223 44 85 38
2023/20241.060 50 151 60 119 81 169 153 52 28 27 16 154
2024/20252.575 90 146 139 246 85 101 164 128 177 278 300 721
2025/20263.383 517 307 560 660 808 531 0 0 0 0 0 0
Totale 19.881