Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

CAMPIONE, Giuseppe
 Distribuzione geografica
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Continente #
NA - Nord America 8.721
EU - Europa 3.409
AS - Asia 1.379
AF - Africa 69
SA - Sud America 25
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 9
Totale 13.626
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Nazione #
US - Stati Uniti d'America 8.700
IT - Italia 1.216
CN - Cina 884
UA - Ucraina 563
FI - Finlandia 409
IE - Irlanda 355
SG - Singapore 226
GB - Regno Unito 210
DE - Germania 169
SE - Svezia 134
RU - Federazione Russa 98
FR - Francia 66
CI - Costa d'Avorio 42
BE - Belgio 41
IR - Iran 41
HK - Hong Kong 38
RO - Romania 36
TR - Turchia 34
IN - India 33
KR - Corea 33
IQ - Iraq 20
NL - Olanda 18
CH - Svizzera 16
PL - Polonia 16
GR - Grecia 14
CA - Canada 13
AU - Australia 10
BR - Brasile 10
EG - Egitto 10
ET - Etiopia 8
MX - Messico 8
MY - Malesia 8
UZ - Uzbekistan 8
AT - Austria 7
CO - Colombia 7
JP - Giappone 7
TH - Thailandia 7
TW - Taiwan 7
VN - Vietnam 7
AL - Albania 6
BD - Bangladesh 6
PT - Portogallo 6
CZ - Repubblica Ceca 5
EU - Europa 5
ID - Indonesia 5
LT - Lituania 5
CL - Cile 4
DZ - Algeria 4
NZ - Nuova Zelanda 4
A2 - ???statistics.table.value.countryCode.A2??? 3
BG - Bulgaria 3
DK - Danimarca 3
EE - Estonia 3
ES - Italia 3
NG - Nigeria 3
PH - Filippine 3
SI - Slovenia 3
UY - Uruguay 3
AE - Emirati Arabi Uniti 2
IL - Israele 2
LV - Lettonia 2
SY - Repubblica araba siriana 2
A1 - Anonimo 1
AZ - Azerbaigian 1
BT - Bhutan 1
HR - Croazia 1
KZ - Kazakistan 1
LB - Libano 1
MU - Mauritius 1
NO - Norvegia 1
PE - Perù 1
PK - Pakistan 1
SA - Arabia Saudita 1
TZ - Tanzania 1
Totale 13.626
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Città #
Fairfield 1.280
Ashburn 857
Chandler 718
Woodbridge 673
Wilmington 561
Houston 545
Seattle 508
Ann Arbor 428
Cambridge 417
Dublin 354
Jacksonville 309
Medford 258
Palermo 191
Nanjing 178
Singapore 165
Princeton 163
Des Moines 161
Altamura 123
Boardman 104
Beijing 92
Tulsa 91
Lawrence 87
San Diego 78
Dearborn 73
Nanchang 66
New York 60
Jinan 57
Shenyang 57
Hebei 55
Changsha 53
Milan 47
Tianjin 45
Abidjan 42
Brussels 37
Jiaxing 37
Ningbo 35
Redwood City 35
Zhengzhou 34
Santa Clara 33
Ludwigshafen am Rhein 32
London 28
Rome 26
Guangzhou 25
Seongnam 25
Orange 24
San Paolo di Civitate 23
Haikou 20
Saint Petersburg 20
Hangzhou 19
Taizhou 18
Izmir 17
Piscataway 17
Auburn Hills 16
Atlanta 15
Lanzhou 14
Bologna 13
Central District 13
San Mateo 13
Dallas 11
Agrigento 10
Central 10
Fuzhou 9
Kunming 9
Norwalk 9
Pune 9
Taiyuan 9
Venezia 9
Verona 9
Amsterdam 8
Indiana 8
Los Angeles 8
Frankfurt am Main 7
Hefei 7
Kilburn 7
Mumbai 7
Naples 7
Napoli 7
Sciara 7
Athens 6
Foggia 6
Hanoi 6
Mountain View 6
Bangkok 5
Birmingham 5
Castelliri 5
Padova 5
Paris 5
Redmond 5
Salerno 5
Bursa 4
Catania 4
Chicago 4
Clifton 4
Den Haag 4
Dhaka 4
Düsseldorf 4
Falls Church 4
Gussago 4
Helsinki 4
Iztapalapa 4
Totale 9.755
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Nome #
Load carrying capacity of RC compressed columns strengthened with steel angles and strips 238
Behavior in compression of concrete cylinders externally wrapped with basalt fibers 203
Gli infissi in ferro - finestra: una proposta di restauro 163
Flexural behaviour of external R/C steel fibre reinforced beam-column joints 159
The use of pumice lightweight concrete for masonry applications 158
Compressive behaviour of concrete elliptical columns confined by single hoops 154
Analytical evaluation of steel–concrete composite trussed beam shear capacity 143
Compressive behavior of short high-strength concrete columns 140
Flexural and Shear Resistance of Steel Fiber–Reinforced Lightweight Concrete Beams 140
Simplified Model for Compressive Behavior of Concrete Columns Strengthened by Steel Angles and Strips 137
Steel fiber-reinforced concrete corbels:experimental behavior and shear strength prediction 136
Biaxial deformation and ductility domains for engineered rectangular RC cross-sections: A parametric study highlighting the positive roles of axial load, geometry and materials 136
Analytical model for high-strength concrete columns with square cross-section 135
Compressive behaviour of laminated structural glass members 134
Analytical Prediction of the Flexural Response of External RC Joints with Smooth Rebars 133
Influence of FRP wrapping techniques on the compressive behavior of concrete prisms 129
Behaviour of concrete deep beams with openings and low shear span-to-depth ratio 129
Shear and flexural strength prediction of corroded R.C. beams 128
Hand verification for flexural strength of existing R.C. floors subject to degradation phenomena 126
Moment-Axial Domain of Corroded R.C. Columns 125
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 121
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 121
Behavior of fiber-reinforced concrete columns under axially and eccentrically compressive loads 120
Retrofitting of existing steel MR-frames by encasing the columns 119
A simple model for the calculation of the axial load-carrying capacity of corroded RC columns 119
Strength and ductility of R.C. columns strengthened with steel angles and battens 118
Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns 117
Mechanical properties of steel fibre reinforced lightweight concrete with pumice stone or expanded clay aggregates 114
Influence of steel reinforcements on the behavior of compressed high strength R.C. circular columns 112
Some comments on the experimental behavior of FRC beams in flexure 111
Efficiency of stress-strain models of confined concrete with and without steel jacketing to reproduce experimental results 111
Moment-axial force domain of corroded R.C. columns 110
Shear strength of steel fiber reinforced concrete beams with stirrups 108
Structural behavior of the old masonry bridge in the Gulf of Castellammare 108
Compressive behavior of FRP externally wrapped R.C. column with buckling effects of longitudinal bars 108
Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response 107
D-Regions 106
Effects of circular openings on the compressive behaviour of R.C. columns 106
Brick masonry columns externally wrapped with steel wires under concentric and eccentric loads 106
Use of FRP fabrics and stainless steel grids for strengthening brick masonry columns 105
Shear-to-Moment Interaction in Glass Beams with Open Cross Sections 105
In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges 104
Flexural behavior of external beam-column reinforced concrete assemblages externally strengthened with steel cages 104
Flexural response of external R.C. beam-column joints externally strengthened with steel cages 103
Practical Calculation Models for Column Footing and Comparison with Experimental Data 103
Simplified model for compressive response of RC column footing with square cross-section 102
Risk of failure in existing RC balcony and strength verification under degradation phenomena 102
Structural behaviour of hybrid glass beams with T cross-sections 102
Simplified flexural response of steel-fiber reinforced concrete beams 101
Steel-concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions 101
Strength and strain enhancements of concrete columns confined with FRP sheets 101
Behaviour in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement 101
Engineering failure analysis of corroded R.C. beams in flexure and shear 100
Testing of “Global Young's Modulus E” on a rehabilitated masonry bell tower in Venice 100
The use of steel angles for the connection of laminated glass beams: Experiments and modelling 99
Applicability of over-coring technique to loaded RC columns 98
RC Columns Strengthened with Steel Angles and Battens: Experimental Results and Design Procedure 98
Simplified analytical model for moment–axial force domain in the presence of shear in R.C. members externally strengthened with steel cages 98
Laminated Glass Members in Compression: Experiments and Modeling 97
Analytical prediction of load deflection curves of external steel fibers R/C beam-column joints under monotonic loading 97
Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets 97
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads 95
Travetti e solai 94
Experimental investigation on compressive behavior of bottle-shaped struts 94
Stainless steel grids for confinement of clay brick masonry columns 94
Flexural behavior of hybrid glass beams with rectangular cross-sections 93
Performance of steel fibrous reinforced concrete corbels subjected to vertical and horizontal loads 92
Approximate Solution on Large Deflection of Glass Panels Subjected to Uniform Pressure 92
Shear strength of High-strength concrete beams: modeling and design recommendations 92
Flexural Test on a Full-Scale 60-kW Wind Turbine-Tower Telescopic Steel Pipe 92
Fibrous reinforced concrete beams in flexure: experimental investigation, analytical modelling and design consideration 91
Strength and strain capacity of fiber reinforced polymer confined concrete in elliptical columns 90
Influenza del carotaggio sullo stato tensionale e deformativo di elementi compressi 89
Flexural behaviour of glass panels under dead load and uniform lateral pressure 88
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 87
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 86
Comportamento flessionale di mensole tozze in calcestruzzo fibrorinforzato 86
Resistenza e duttilità di colonne compresse in calcestruzzo ad alta resistenza 85
Bond characterization of monolithic and layered glass panels and ultrasonic tests to control glued surfaces 83
Shear design of high strength concrete beams in MRFs 83
Practical Model for Load-Carrying Capacity of Eccentrically Loaded Square Column Footings 82
Influence of radius of corners in concrete columns confined with FRP sheets 81
Comportamento flessionale di nodi esterni in calcestruzzo fibrorinforzato 81
Indagine sperimentale su travi in calcestruzzo fibroso sottoposte a carichi monotonici e ciclici 80
Analisi sperimentale del comportamento flessionale di colonne in calcestruzzo fibrorinforzato 79
Compressive behavior of short fibrous reinforced concrete members with square cross-section 79
Experimental behavior of concrete filled-columns in compression 78
One-dimensional members 78
Capacità portante di mensole tozze in calcestruzzo fibroso o rinforzate con FRP 78
Coperture in vetro stratificato: criteri di progettazione 78
Flexural Behavior of Steel Fibrous Reinforced Concrete Deep Beams 77
Modelling steel jacketed RC columns: Remarks by experimental-numerical comparisons 77
Case Study of the Structural Behavior of a Catalan Bricks Masonry Vault 76
Comportamento in compressione di elementi in calcestruzzo rinforzati con angolari e piatti metallici 74
Flexural and Shear Resistance of High Strength Concrete Beams 74
Temporary Strengthening Technique of Marble Columns with Steel Wires and Wood Spars 74
Comportamento sperimentale di regioni diffusive di elementi in c.a. 74
Palo telescopico per produzione eolica con ridotto impatto ambientale 74
Behavior in compression of lightweight fiber reinforced concrete with hooked steel fibers and transverse steel reinforcement 73
Influenza delle armature sul comportamento in compressione di colonne in calcestruzzo ad alta resistenza 73
Totale 10.552
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Categoria #
all - tutte 52.390
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 52.390
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20203.166 0 0 163 253 367 520 462 268 412 197 366 158
2020/20211.945 110 285 110 189 156 102 140 136 198 128 184 207
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
2024/2025363 90 146 127 0 0 0 0 0 0 0 0 0
Totale 14.286