UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 10.291
EU - Europa 4.243
AS - Asia 2.658
SA - Sud America 306
AF - Africa 56
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 8
Totale 17.573
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Nazione #
US - Stati Uniti d'America 10.272
IT - Italia 1.417
CN - Cina 903
SG - Singapore 896
UA - Ucraina 838
RU - Federazione Russa 574
DE - Germania 376
IE - Irlanda 292
FI - Finlandia 286
VN - Vietnam 285
BR - Brasile 264
TR - Turchia 188
SE - Svezia 173
KR - Corea 123
GB - Regno Unito 75
IN - India 61
HK - Hong Kong 55
NL - Olanda 39
IR - Iran 34
JP - Giappone 34
DZ - Algeria 32
BE - Belgio 29
FR - Francia 25
AT - Austria 22
PT - Portogallo 20
CA - Canada 11
GR - Grecia 11
PE - Perù 11
PK - Pakistan 10
RO - Romania 10
AR - Argentina 9
BD - Bangladesh 9
CZ - Repubblica Ceca 9
EG - Egitto 9
NZ - Nuova Zelanda 9
EU - Europa 8
IL - Israele 8
TW - Taiwan 8
EC - Ecuador 7
LB - Libano 7
PL - Polonia 7
CH - Svizzera 6
ES - Italia 6
UZ - Uzbekistan 6
VE - Venezuela 6
NO - Norvegia 5
PH - Filippine 5
TN - Tunisia 5
ZA - Sudafrica 5
BG - Bulgaria 4
BY - Bielorussia 4
HR - Croazia 4
IQ - Iraq 4
BO - Bolivia 3
CO - Colombia 3
KZ - Kazakistan 3
LV - Lettonia 3
MX - Messico 3
NG - Nigeria 3
SA - Arabia Saudita 3
SV - El Salvador 3
AL - Albania 2
AU - Australia 2
AZ - Azerbaigian 2
HU - Ungheria 2
ID - Indonesia 2
QA - Qatar 2
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
CL - Cile 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
JM - Giamaica 1
JO - Giordania 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
MA - Marocco 1
MD - Moldavia 1
MN - Mongolia 1
NP - Nepal 1
PY - Paraguay 1
RS - Serbia 1
SC - Seychelles 1
TH - Thailandia 1
UY - Uruguay 1
Totale 17.573
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Città #
Ann Arbor 2.969
Chandler 1.050
Jacksonville 1.018
Princeton 865
Wilmington 759
Woodbridge 579
Houston 497
Ashburn 355
Singapore 352
Dublin 287
Dong Ket 284
Andover 214
Nanjing 190
Izmir 171
Boardman 166
Beijing 165
Salerno 162
Moscow 152
Munich 150
Pellezzano 130
Helsinki 93
Fairfield 75
Naples 70
Hebei 67
Changsha 62
Redwood City 60
Shenyang 56
Jiaxing 52
Nanchang 52
New York 46
Hong Kong 43
Norwalk 42
Tianjin 39
Pune 37
Council Bluffs 32
Rome 32
Fisciano 30
Milan 30
Mestre 29
Dearborn 27
Napoli 27
São Paulo 27
Dallas 24
Amsterdam 22
Sarno 22
Cambridge 21
Shanghai 21
Liège 20
Düsseldorf 19
Guangzhou 19
London 19
Southampton 19
Tokyo 19
Los Angeles 18
San Diego 18
Seattle 16
Washington 16
The Dalles 15
Giugliano in Campania 14
Jinan 14
Lappeenranta 14
San Felice sul Panaro 14
San Mango Piemonte 14
Nuremberg 13
Vienna 13
Santa Clara 12
Coimbra 11
Des Moines 11
Forino 11
Palermo 11
Phoenix 11
Tabriz 11
Caserta 10
Florence 10
Nocera Inferiore 10
Nauplion 9
New Delhi 9
Parabiago 9
Acerra 8
Castellammare Di Stabia 8
Cisterna 8
Ferrandina 8
Hangzhou 8
Rasht 8
Redmond 8
Rio de Janeiro 8
Turin 8
Bari 7
Beirut 7
Falls Church 7
Fort Worth 7
Fuzhou 7
Jyväskylä 7
Lima 7
Somma Vesuviana 7
Tappahannock 7
Treviso 7
Zhengzhou 7
Ankara 6
Auckland 6
Totale 12.243
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Nome #
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 293
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 225
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 223
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 194
Simplified finite element analysis of bolted Tstub connection components 151
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 131
Innovative connections for timber panel buildings 129
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 119
Full Strength of Column Base Connections accounting for Random Material Variability 119
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 118
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 118
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 115
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 113
Structural Steel Semirigid Connections: Theory, Design, and Software 113
Critical issues in parametric calibration of cyclic models for steel members 112
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 109
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 109
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 108
Experimental analysis of friction material for Free from Damage connections 108
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 105
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 104
An advanced mechanical model for composite connections under hogging/sagging moments 102
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 101
A simplified approach for the seismic analysis of masonry structures 101
Cyclic Model of Beam-to-Column Joints 100
Rotational behaviour of column base plate connections: Experimental analysis and modelling 99
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 99
Structural Steel Semirigid Connections 98
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 98
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 97
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 97
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 97
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 96
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 95
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 95
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 95
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 95
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 94
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 94
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 93
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 92
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 92
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 92
Cyclic modelling of bolted beam-to-column connections: component approach 91
Bolted T-stubs: A refined model for flange and bolt fracture modes 90
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 90
Local Buckling of Aluminium Members: Testing and Classification 89
Theoretical and Experimental Analysis of Column Web in Compression 89
Local Buckling of Aluminum Alloy Angles under Uniform Compression 89
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 89
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 89
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 88
Pilastri in c.a. confinati con FRP: risultati sperimentali 88
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced 88
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 88
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 88
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 87
Theoretical and experimental analysis of t-stubs with four bolts in one row 87
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 87
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 86
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 86
Simplified and accurate models in evaluating seismic strength of masonry walls 85
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 85
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 84
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 83
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 82
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 82
Experimental analysis on friction materials for supplemental damping devices 82
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 82
Experimental analysis and modelling of bolted T-stubs under cyclic loads 81
Cyclic Behaviour of Bolted Joint Components 80
Modellazione del Comportamento Rotazionale di Collegamenti Composti Semirigidi 80
Flexural resistance of beam-to-column composite joints: influence of random material variability 80
Seismic Assessment of Existing R.C. Frames: Probabilistic Approach 80
Un nuovo modello a telaio equivalente per l'analisi statica non lineare di pareti in muratura 80
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 80
Local Buckling of Aluminium Alloy Angles under Uniform Compression: Experimental Analysis 79
X.shaped T-stub joints: experimental analysis and design 79
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 79
Design of X-shaped double split tee joints accounting for moment–shear interaction 79
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 79
Modellazione agli Elementi Finiti di Profili Scatolari in Lega di Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 78
Analisi sperimentale del comportamento ultimo di membrature in acciaiosoggette a flessione 78
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 78
Cyclic behaviour of friction materials for FREEDAM connections 78
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 77
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 77
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 76
The Influence of Design Criteria on the Seismic Response of Moment Resisting Steel Frames 76
Seismic response of MR-frames: influence of random variability of connection flexural resistance 76
Plastic Deformation Capacity of Bolted T-stubs 76
Moment Resistance Statistical Distribution of Beam-to-Column Composite Joints 76
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 76
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 75
Seismic behaviour of moment resisting frames with dissipative double split tee joints 75
Rotational behaviour of composite connections under hogging and sagging moments: an advanced analytical model 74
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 74
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 74
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 74
Design of full-strength full-ductility extended end-plate beam-to-column joints 74
Totale 9.690
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Categoria #
all - tutte 68.514
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 68.514
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020356 0 0 0 0 0 0 0 0 0 0 263 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
2024/20252.769 160 88 142 171 164 421 562 348 470 194 49 0
Totale 18.159