UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 10.030
EU - Europa 3.077
AS - Asia 1.368
AF - Africa 43
SA - Sud America 13
Continente sconosciuto - Info sul continente non disponibili 8
OC - Oceania 4
Totale 14.543
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Nazione #
US - Stati Uniti d'America 10.021
IT - Italia 1.199
UA - Ucraina 832
CN - Cina 770
IE - Irlanda 293
VN - Vietnam 285
DE - Germania 212
FI - Finlandia 183
TR - Turchia 176
SE - Svezia 172
GB - Regno Unito 53
IN - India 40
DZ - Algeria 31
JP - Giappone 30
FR - Francia 23
RU - Federazione Russa 15
BE - Belgio 14
IR - Iran 12
PT - Portogallo 12
GR - Grecia 11
HK - Hong Kong 11
EU - Europa 8
RO - Romania 8
CA - Canada 7
CZ - Repubblica Ceca 7
IL - Israele 7
LB - Libano 7
NL - Olanda 7
PL - Polonia 7
EG - Egitto 6
AT - Austria 5
PE - Perù 5
PH - Filippine 5
TW - Taiwan 5
BG - Bulgaria 4
BY - Bielorussia 4
ES - Italia 4
HR - Croazia 4
PK - Pakistan 4
BR - Brasile 3
CH - Svizzera 3
EC - Ecuador 3
AR - Argentina 2
AU - Australia 2
HU - Ungheria 2
ID - Indonesia 2
KR - Corea 2
MX - Messico 2
NG - Nigeria 2
NZ - Nuova Zelanda 2
ZA - Sudafrica 2
AF - Afghanistan, Repubblica islamica di 1
BD - Bangladesh 1
CY - Cipro 1
DK - Danimarca 1
KH - Cambogia 1
KZ - Kazakistan 1
LK - Sri Lanka 1
LV - Lettonia 1
MA - Marocco 1
MN - Mongolia 1
NO - Norvegia 1
QA - Qatar 1
SA - Arabia Saudita 1
SC - Seychelles 1
SG - Singapore 1
TH - Thailandia 1
UZ - Uzbekistan 1
Totale 14.543
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Città #
Ann Arbor 2.969
Chandler 1.052
Jacksonville 1.018
Princeton 866
Wilmington 759
Woodbridge 579
Houston 497
Dublin 288
Dong Ket 284
Ashburn 234
Andover 214
Nanjing 190
Izmir 170
Boardman 164
Salerno 160
Beijing 154
Pellezzano 130
Fairfield 75
Hebei 67
Changsha 60
Redwood City 60
Shenyang 56
Nanchang 52
Jiaxing 51
New York 46
Norwalk 42
Tianjin 39
Pune 37
Mestre 29
Dearborn 27
Napoli 27
Milan 22
Cambridge 21
Rome 21
Naples 20
Düsseldorf 19
London 19
Tokyo 19
San Diego 18
Los Angeles 17
Sarno 17
Seattle 16
Washington 16
Fisciano 14
Giugliano in Campania 14
Lappeenranta 14
San Mango Piemonte 14
Shanghai 14
Jinan 13
Des Moines 11
Forino 11
Tabriz 11
Caserta 10
Guangzhou 10
Nocera Inferiore 10
Nauplion 9
Palermo 9
Parabiago 9
Acerra 8
Castellammare Di Stabia 8
Cisterna 8
Ferrandina 8
Redmond 8
Southampton 8
Bari 7
Beirut 7
Falls Church 7
Fuzhou 7
Liège 7
Phoenix 7
Somma Vesuviana 7
Tappahannock 7
Treviso 7
Casale sul Sile 6
Casoria 6
Edinburgh 6
Indiana 6
Mercato San Severino 6
Ningbo 6
Trieste 6
Venezia 6
Zhengzhou 6
Ankara 5
Bologna 5
Brusciano 5
Catanzaro 5
Dolo 5
Giugliano In Campania 5
Latina 5
Lima 5
Milazzo 5
Tanta 5
Vienna 5
Borzonasca 4
Brussels 4
Chicago 4
Coimbra 4
Florence 4
Hangzhou 4
Hefei 4
Totale 11.042
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Nome #
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 263
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 210
Innovative connections for timber panel buildings 117
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 111
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 110
Simplified finite element analysis of bolted Tstub connection components 110
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 108
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 108
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 105
Structural Steel Semirigid Connections: Theory, Design, and Software 105
Full Strength of Column Base Connections accounting for Random Material Variability 102
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 98
Critical issues in parametric calibration of cyclic models for steel members 97
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 96
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 96
Experimental analysis of friction material for Free from Damage connections 96
Cyclic Model of Beam-to-Column Joints 95
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 93
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 93
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 93
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 92
Structural Steel Semirigid Connections 91
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 91
A simplified approach for the seismic analysis of masonry structures 91
Rotational behaviour of column base plate connections: Experimental analysis and modelling 91
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 91
An advanced mechanical model for composite connections under hogging/sagging moments 90
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 90
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 89
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 88
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 87
Local Buckling of Aluminium Members: Testing and Classification 87
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 86
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 86
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 86
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 85
Local Buckling of Aluminum Alloy Angles under Uniform Compression 84
Cyclic modelling of bolted beam-to-column connections: component approach 84
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 84
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced 84
Theoretical and Experimental Analysis of Column Web in Compression 83
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 82
Pilastri in c.a. confinati con FRP: risultati sperimentali 81
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 81
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 81
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 80
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 80
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 80
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 79
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 79
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 78
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 78
Theoretical and experimental analysis of t-stubs with four bolts in one row 78
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 78
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 78
Experimental analysis and modelling of bolted T-stubs under cyclic loads 77
Flexural resistance of beam-to-column composite joints: influence of random material variability 76
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 76
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 76
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 76
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 75
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 75
Seismic Assessment of Existing R.C. Frames: Probabilistic Approach 75
Simplified and accurate models in evaluating seismic strength of masonry walls 75
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 75
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 74
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 74
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 74
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 74
Cyclic Behaviour of Bolted Joint Components 73
Local Buckling of Aluminium Alloy Angles under Uniform Compression: Experimental Analysis 73
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 73
Seismic response of MR-frames: influence of random variability of connection flexural resistance 72
Analisi sperimentale del comportamento ultimo di membrature in acciaiosoggette a flessione 72
X.shaped T-stub joints: experimental analysis and design 72
Modellazione del Comportamento Rotazionale di Collegamenti Composti Semirigidi 71
The Influence of Design Criteria on the Seismic Response of Moment Resisting Steel Frames 71
Moment Resistance Statistical Distribution of Beam-to-Column Composite Joints 71
Experimental analysis on friction materials for supplemental damping devices 71
Design of X-shaped double split tee joints accounting for moment–shear interaction 70
Rotational behaviour of composite connections under hogging and sagging moments: an advanced analytical model 69
Un nuovo modello a telaio equivalente per l'analisi statica non lineare di pareti in muratura 69
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 68
Experimental Analysis of Bolted Connections: Snug versus Preloaded Bolts 68
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 68
Bolted T-stubs: A refined model for flange and bolt fracture modes 68
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 68
Cyclic behaviour of friction materials for FREEDAM connections 68
Modellazione agli Elementi Finiti di Profili Scatolari in Lega di Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 67
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 67
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 67
Epistemic uncertainty in modelling of steel-concrete composite frames. 66
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 66
Plastic Deformation Capacity of Bolted T-stubs 66
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 66
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 66
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 66
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 65
Caratterizzazione meccanica delle murature mediante metodi non distruttivi 65
Ultimate Behavior of Bolted T-Stubs I: Theoretical Model 65
Totale 8.438
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Categoria #
all - tutte 42.511
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 42.511
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019261 0 0 0 0 0 0 0 0 0 0 239 22
2019/20201.805 514 19 209 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
2022/20232.628 260 157 47 328 371 547 12 264 388 13 146 95
2023/2024989 145 180 94 74 63 172 95 62 41 57 6 0
Totale 15.057