UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 10.179
EU - Europa 3.162
AS - Asia 1.820
AF - Africa 44
SA - Sud America 15
Continente sconosciuto - Info sul continente non disponibili 8
OC - Oceania 4
Totale 15.232
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Nazione #
US - Stati Uniti d'America 10.165
IT - Italia 1.257
CN - Cina 845
UA - Ucraina 832
SG - Singapore 339
IE - Irlanda 292
VN - Vietnam 285
DE - Germania 212
FI - Finlandia 183
TR - Turchia 176
SE - Svezia 172
GB - Regno Unito 61
IN - India 58
DZ - Algeria 32
JP - Giappone 31
IR - Iran 26
FR - Francia 23
PT - Portogallo 19
RU - Federazione Russa 18
BE - Belgio 17
HK - Hong Kong 14
GR - Grecia 11
CA - Canada 10
RO - Romania 10
EU - Europa 8
CZ - Repubblica Ceca 7
IL - Israele 7
LB - Libano 7
NL - Olanda 7
PL - Polonia 7
EG - Egitto 6
PE - Perù 6
AT - Austria 5
KR - Corea 5
PH - Filippine 5
TW - Taiwan 5
BG - Bulgaria 4
BY - Bielorussia 4
CH - Svizzera 4
ES - Italia 4
HR - Croazia 4
PK - Pakistan 4
BR - Brasile 3
EC - Ecuador 3
LV - Lettonia 3
NO - Norvegia 3
AR - Argentina 2
AU - Australia 2
HU - Ungheria 2
ID - Indonesia 2
MX - Messico 2
NG - Nigeria 2
NZ - Nuova Zelanda 2
SV - El Salvador 2
ZA - Sudafrica 2
AF - Afghanistan, Repubblica islamica di 1
BD - Bangladesh 1
CO - Colombia 1
CY - Cipro 1
DK - Danimarca 1
KH - Cambogia 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MA - Marocco 1
MN - Mongolia 1
QA - Qatar 1
SA - Arabia Saudita 1
SC - Seychelles 1
TH - Thailandia 1
UZ - Uzbekistan 1
Totale 15.232
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Città #
Ann Arbor 2.969
Chandler 1.050
Jacksonville 1.018
Princeton 865
Wilmington 759
Woodbridge 579
Houston 497
Ashburn 322
Dublin 287
Dong Ket 284
Singapore 215
Andover 214
Nanjing 190
Izmir 170
Boardman 166
Beijing 162
Salerno 162
Pellezzano 130
Fairfield 75
Hebei 67
Changsha 61
Redwood City 60
Shenyang 56
Jiaxing 52
Nanchang 52
New York 46
Norwalk 42
Tianjin 39
Pune 37
Mestre 29
Dearborn 27
Napoli 27
Fisciano 26
Naples 26
Rome 25
Dallas 24
Milan 23
Cambridge 21
Düsseldorf 19
Guangzhou 19
London 19
Shanghai 19
Tokyo 19
San Diego 18
Los Angeles 17
Sarno 17
Seattle 16
Washington 16
Giugliano in Campania 14
Lappeenranta 14
San Mango Piemonte 14
Jinan 13
Southampton 12
Coimbra 11
Des Moines 11
Forino 11
Phoenix 11
Santa Clara 11
Tabriz 11
Caserta 10
Liège 10
Nocera Inferiore 10
Nauplion 9
New Delhi 9
Palermo 9
Parabiago 9
Acerra 8
Castellammare Di Stabia 8
Cisterna 8
Ferrandina 8
Rasht 8
Redmond 8
Turin 8
Bari 7
Beirut 7
Falls Church 7
Fort Worth 7
Fuzhou 7
Hangzhou 7
Somma Vesuviana 7
Tappahannock 7
Treviso 7
Bologna 6
Casale sul Sile 6
Casoria 6
Edinburgh 6
Indiana 6
Mercato San Severino 6
Ningbo 6
Trieste 6
Venezia 6
Zhengzhou 6
Ankara 5
Brusciano 5
Catanzaro 5
Chicago 5
Dalmine 5
Dolo 5
Giugliano In Campania 5
Hong Kong 5
Totale 11.451
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Nome #
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 271
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 214
Innovative connections for timber panel buildings 121
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 118
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 113
Simplified finite element analysis of bolted Tstub connection components 113
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 111
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 110
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 107
Structural Steel Semirigid Connections: Theory, Design, and Software 105
Full Strength of Column Base Connections accounting for Random Material Variability 104
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 104
Experimental analysis of friction material for Free from Damage connections 102
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 100
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 100
Critical issues in parametric calibration of cyclic models for steel members 99
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 98
Cyclic Model of Beam-to-Column Joints 97
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 96
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 95
Structural Steel Semirigid Connections 94
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 94
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 94
A simplified approach for the seismic analysis of masonry structures 93
Rotational behaviour of column base plate connections: Experimental analysis and modelling 93
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 93
An advanced mechanical model for composite connections under hogging/sagging moments 92
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 92
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 92
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 89
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 89
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 88
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 88
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 87
Local Buckling of Aluminium Members: Testing and Classification 87
Cyclic modelling of bolted beam-to-column connections: component approach 87
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 87
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 86
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 86
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 86
Local Buckling of Aluminum Alloy Angles under Uniform Compression 85
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced 85
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 85
Theoretical and Experimental Analysis of Column Web in Compression 84
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 83
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 83
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 83
Pilastri in c.a. confinati con FRP: risultati sperimentali 82
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 82
Theoretical and experimental analysis of t-stubs with four bolts in one row 81
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 81
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 81
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 80
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 80
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 79
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 79
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 79
Flexural resistance of beam-to-column composite joints: influence of random material variability 78
Experimental analysis and modelling of bolted T-stubs under cyclic loads 78
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 78
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 78
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 77
Simplified and accurate models in evaluating seismic strength of masonry walls 77
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 77
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 77
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 76
Experimental analysis on friction materials for supplemental damping devices 76
Bolted T-stubs: A refined model for flange and bolt fracture modes 76
Cyclic Behaviour of Bolted Joint Components 75
Seismic response of MR-frames: influence of random variability of connection flexural resistance 75
Seismic Assessment of Existing R.C. Frames: Probabilistic Approach 75
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 75
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 75
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 75
The Influence of Design Criteria on the Seismic Response of Moment Resisting Steel Frames 74
Local Buckling of Aluminium Alloy Angles under Uniform Compression: Experimental Analysis 74
X.shaped T-stub joints: experimental analysis and design 74
Analisi sperimentale del comportamento ultimo di membrature in acciaiosoggette a flessione 73
Design of X-shaped double split tee joints accounting for moment–shear interaction 73
Modellazione del Comportamento Rotazionale di Collegamenti Composti Semirigidi 72
Rotational behaviour of composite connections under hogging and sagging moments: an advanced analytical model 72
Un nuovo modello a telaio equivalente per l'analisi statica non lineare di pareti in muratura 72
Moment Resistance Statistical Distribution of Beam-to-Column Composite Joints 72
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 71
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 71
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 70
Cyclic behaviour of friction materials for FREEDAM connections 70
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 70
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 69
Plastic Deformation Capacity of Bolted T-stubs 69
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 69
Experimental Analysis of Bolted Connections: Snug versus Preloaded Bolts 68
Modellazione e Calcolo di Collegamenti Saldati Semirigidi 68
Epistemic uncertainty in modelling of steel-concrete composite frames. 68
Modellazione agli Elementi Finiti di Profili Scatolari in Lega di Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 68
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 68
Mechanical properties of recycled PET fiber reinforced concrete 68
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 68
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 68
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 68
Totale 8.692
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Categoria #
all - tutte 51.129
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 51.129
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.272 0 0 209 12 149 50 174 25 174 123 263 93
2020/20211.978 11 155 154 21 246 115 217 29 415 51 221 343
2021/20221.634 26 17 17 26 41 45 27 78 235 224 227 671
2022/20232.620 259 157 47 327 371 544 12 264 386 13 146 94
2023/20241.330 145 179 94 74 61 172 95 62 41 57 63 287
2024/2025381 160 88 133 0 0 0 0 0 0 0 0 0
Totale 15.771