UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 13.796
AS - Asia 13.159
EU - Europa 5.216
SA - Sud America 1.195
AF - Africa 223
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 12
Totale 33.622
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Nazione #
US - Stati Uniti d'America 13.633
HK - Hong Kong 6.724
SG - Singapore 2.701
IT - Italia 1.592
CN - Cina 1.468
VN - Vietnam 965
BR - Brasile 863
UA - Ucraina 848
RU - Federazione Russa 592
DE - Germania 480
FI - Finlandia 328
FR - Francia 313
IE - Irlanda 300
TR - Turchia 236
KR - Corea 226
SE - Svezia 206
IN - India 203
GB - Regno Unito 189
AR - Argentina 121
BD - Bangladesh 91
IQ - Iraq 77
CA - Canada 76
JP - Giappone 75
NL - Olanda 64
PL - Polonia 59
PK - Pakistan 56
ZA - Sudafrica 51
MX - Messico 50
DZ - Algeria 44
CO - Colombia 42
ES - Italia 39
SA - Arabia Saudita 36
IR - Iran 35
VE - Venezuela 35
EC - Ecuador 33
PH - Filippine 32
CL - Cile 31
BE - Belgio 29
ID - Indonesia 29
MA - Marocco 29
MY - Malesia 29
PT - Portogallo 27
AT - Austria 25
JO - Giordania 22
UZ - Uzbekistan 22
TN - Tunisia 20
BO - Bolivia 19
AE - Emirati Arabi Uniti 17
KE - Kenya 17
PY - Paraguay 17
LB - Libano 16
NZ - Nuova Zelanda 16
PE - Perù 16
UY - Uruguay 16
EG - Egitto 15
GR - Grecia 13
IL - Israele 13
KZ - Kazakistan 13
LT - Lituania 12
RS - Serbia 12
CZ - Repubblica Ceca 11
RO - Romania 11
CH - Svizzera 9
ET - Etiopia 9
AL - Albania 8
AZ - Azerbaigian 8
BG - Bulgaria 8
EU - Europa 8
NO - Norvegia 8
NP - Nepal 8
SN - Senegal 8
TW - Taiwan 8
HR - Croazia 7
BY - Bielorussia 6
HN - Honduras 6
MD - Moldavia 6
OM - Oman 6
PS - Palestinian Territory 6
CR - Costa Rica 5
QA - Qatar 5
SY - Repubblica araba siriana 5
AU - Australia 4
KW - Kuwait 4
LY - Libia 4
NG - Nigeria 4
NI - Nicaragua 4
SV - El Salvador 4
TH - Thailandia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BW - Botswana 3
CI - Costa d'Avorio 3
HU - Ungheria 3
JM - Giamaica 3
KG - Kirghizistan 3
LV - Lettonia 3
AF - Afghanistan, Repubblica islamica di 2
AO - Angola 2
BB - Barbados 2
BZ - Belize 2
CG - Congo 2
Totale 33.574
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Città #
Hong Kong 6.690
Ann Arbor 2.969
Singapore 1.367
Chandler 1.050
Jacksonville 1.019
San Jose 985
Princeton 865
Wilmington 759
Ashburn 689
Woodbridge 580
Dallas 567
Houston 503
Council Bluffs 351
Dublin 294
Dong Ket 284
Lauterbourg 257
Beijing 248
Ho Chi Minh City 248
The Dalles 240
Andover 214
Munich 202
Nanjing 190
Izmir 174
Boardman 167
Salerno 167
Hanoi 163
Moscow 154
Pellezzano 130
New York 125
Helsinki 122
Los Angeles 99
Naples 87
São Paulo 82
Fairfield 75
Hebei 67
Changsha 65
Santa Clara 63
Redwood City 60
Shenyang 59
Milan 55
Tokyo 55
Jiaxing 53
Orem 53
Nanchang 52
Warsaw 48
Rome 47
Norwalk 42
Columbus 40
Frankfurt am Main 40
Pune 40
Tianjin 39
London 38
Brooklyn 37
Amsterdam 36
Fisciano 35
Shanghai 35
Montreal 33
Stockholm 33
Chennai 31
Da Nang 31
Baghdad 29
Guangzhou 29
Johannesburg 29
Mestre 29
Rio de Janeiro 29
Dearborn 27
Haiphong 27
Napoli 27
Boston 23
Phoenix 22
San Francisco 22
Sarno 22
Tashkent 22
Atlanta 21
Cambridge 21
Chicago 21
Florence 21
Seattle 21
Liège 20
Düsseldorf 19
Manchester 19
San Diego 19
Seoul 19
Southampton 19
Amman 18
Ankara 18
Curitiba 18
Denver 18
Dhaka 18
Nuremberg 18
Basingstoke 17
Kuala Lumpur 17
Lahore 17
Lappeenranta 17
New Delhi 17
Poplar 17
Quito 17
Mumbai 16
Washington 16
Belo Horizonte 15
Totale 24.134
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.155
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 922
Agenti fisici e loro bio-sostenibilità nell’ambiente urbano e nel costruito. Proposta di progetto di una nuova Azione Europea COST (Cooperation in Science and Technology): Ph.A.Bio 599
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 530
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 483
Theoretical and experimental analysis of t-stubs with four bolts in one row 457
Mechanical modelling of exposed column base plate joints under cyclic loads 425
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 382
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 382
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 352
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 287
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 284
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 273
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 258
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 220
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 218
Seismic enhancement of masonry arches by means of fibrereinforced mortar 215
L’impiego di modelli semplificati nella valutazione della resistenza di pareti in muratura in zona sismica 214
Critical issues in parametric calibration of cyclic models for steel members 209
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 199
An advanced mechanical model for composite connections under hogging/sagging moments 188
Simplified finite element analysis of bolted Tstub connection components 187
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 178
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 171
Innovative connections for timber panel buildings 169
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 161
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 160
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 156
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 150
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 147
Full Strength of Column Base Connections accounting for Random Material Variability 147
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 146
A simplified approach for the seismic analysis of masonry structures 145
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 145
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 145
Experimental analysis of friction material for Free from Damage connections 145
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 145
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 144
Structural Steel Semirigid Connections: Theory, Design, and Software 144
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 143
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 141
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 141
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 140
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 140
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 139
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 139
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 138
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 137
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 137
Bolted T-stubs: A refined model for flange and bolt fracture modes 136
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 134
Bearing strength of shear connections for tubular structures: An analytical approach 134
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 131
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 130
Experimental and theoretical analysis of shear bolted connections for tubular structures 130
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 129
Structural Steel Semirigid Connections 126
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 126
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 126
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 125
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 124
Development and validation of design criteria for free from damage steel joints 124
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 123
Simplified and accurate models in evaluating seismic strength of masonry walls 123
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 122
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 121
Component modelling of connections between circular-hollow-sections and through-all members 120
Rotational behaviour of column base plate connections: Experimental analysis and modelling 120
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 120
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 119
null 119
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 119
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 119
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 119
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 118
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 118
Cyclic modelling of bolted beam-to-column connections: component approach 118
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 118
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 118
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 118
Reliable calibration of cyclic models for steel members 118
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 117
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 117
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 117
A new classification system for aluminium alloy sections 116
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 115
Pilastri in c.a. confinati con FRP: risultati sperimentali 115
Theoretical and Experimental Analysis of Column Web in Compression 115
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 114
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 114
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 114
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 113
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 113
Design of full-strength full-ductility extended end-plate beam-to-column joints 113
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 113
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 112
Un nuovo modello a telaio equivalente per l'analisi statica non lineare di pareti in muratura 112
Analytical assessment of the friction dampers behaviour under different loading rates 112
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 110
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 110
Totale 18.539
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Categoria #
all - tutte 107.299
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 107.299
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021615 0 0 0 0 0 0 0 0 0 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
2024/20253.427 160 88 142 171 164 421 562 348 470 194 367 340
2025/202615.393 2.346 3.172 2.506 698 1.468 737 2.079 479 682 1.226 0 0
Totale 34.210