UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 14.725
AS - Asia 13.447
EU - Europa 6.605
SA - Sud America 1.210
Continente sconosciuto - Info sul continente non disponibili 607
AF - Africa 229
OC - Oceania 21
Totale 36.844
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Nazione #
US - Stati Uniti d'America 14.479
HK - Hong Kong 6.776
IT - Italia 2.965
SG - Singapore 2.796
CN - Cina 1.567
VN - Vietnam 968
BR - Brasile 873
UA - Ucraina 850
RU - Federazione Russa 592
DE - Germania 480
FI - Finlandia 328
FR - Francia 315
IE - Irlanda 301
TR - Turchia 236
KR - Corea 227
SE - Svezia 206
IN - India 204
GB - Regno Unito 190
AR - Argentina 121
CA - Canada 121
BD - Bangladesh 120
IQ - Iraq 77
JP - Giappone 76
NL - Olanda 66
PL - Polonia 59
MX - Messico 57
PK - Pakistan 57
ZA - Sudafrica 51
DZ - Algeria 46
CO - Colombia 45
ES - Italia 43
VE - Venezuela 37
SA - Arabia Saudita 36
IR - Iran 35
ID - Indonesia 34
EC - Ecuador 33
PH - Filippine 32
CL - Cile 31
BE - Belgio 29
MA - Marocco 29
MY - Malesia 29
PT - Portogallo 28
AT - Austria 25
JO - Giordania 22
UZ - Uzbekistan 22
TN - Tunisia 20
BO - Bolivia 19
AE - Emirati Arabi Uniti 18
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
JM - Giamaica 13
KZ - Kazakistan 13
CZ - Repubblica Ceca 12
LT - Lituania 12
RS - Serbia 12
RO - Romania 11
CH - Svizzera 10
CR - Costa Rica 10
ET - Etiopia 9
AL - Albania 8
AZ - Azerbaigian 8
BG - Bulgaria 8
EU - Europa 8
HN - Honduras 8
NO - Norvegia 8
NP - Nepal 8
SN - Senegal 8
TW - Taiwan 8
HR - Croazia 7
MD - Moldavia 7
BY - Bielorussia 6
GT - Guatemala 6
OM - Oman 6
PS - Palestinian Territory 6
TT - Trinidad e Tobago 6
NI - Nicaragua 5
QA - Qatar 5
SV - El Salvador 5
SY - Repubblica araba siriana 5
AU - Australia 4
KW - Kuwait 4
LY - Libia 4
NG - Nigeria 4
SC - Seychelles 4
TH - Thailandia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BB - Barbados 3
BW - Botswana 3
CI - Costa d'Avorio 3
HU - Ungheria 3
KG - Kirghizistan 3
LV - Lettonia 3
AF - Afghanistan, Repubblica islamica di 2
Totale 36.196
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Città #
Hong Kong 6.740
Ann Arbor 2.969
Singapore 1.411
San Jose 1.185
Chandler 1.050
Jacksonville 1.023
Milan 966
Princeton 865
Wilmington 760
Ashburn 717
Woodbridge 580
Dallas 579
Houston 517
Council Bluffs 364
Beijing 331
Dublin 295
Dong Ket 284
Lauterbourg 257
Ho Chi Minh City 251
The Dalles 241
Rome 217
Andover 214
Munich 202
Nanjing 190
Izmir 174
Salerno 169
Boardman 167
Hanoi 163
Moscow 154
New York 136
Santa Clara 131
Pellezzano 130
Helsinki 122
Los Angeles 108
Naples 108
São Paulo 83
Fairfield 76
Hebei 67
Changsha 65
Figino 62
Redwood City 60
Shenyang 59
Tokyo 56
Turin 55
Orem 54
Jiaxing 53
Nanchang 52
Warsaw 48
Norwalk 44
Columbus 43
Brooklyn 42
Frankfurt am Main 40
Pune 40
Tianjin 39
London 38
Amsterdam 36
Shanghai 36
Fisciano 35
Montreal 35
Stockholm 33
Phoenix 32
Chennai 31
Da Nang 31
Memphis 31
Baghdad 29
Chicago 29
Guangzhou 29
Johannesburg 29
Mestre 29
Rio de Janeiro 29
Atlanta 28
Dearborn 27
Florence 27
Haiphong 27
Napoli 27
San Francisco 25
Seattle 25
Boston 23
San Diego 22
Sarno 22
Tashkent 22
Bologna 21
Cambridge 21
Liège 20
Seoul 20
Southampton 20
Denver 19
Dhaka 19
Düsseldorf 19
Manchester 19
Palermo 19
Washington 19
Amman 18
Ankara 18
Curitiba 18
Mexico City 18
Nuremberg 18
Basingstoke 17
Kuala Lumpur 17
Lahore 17
Totale 25.952
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.169
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 930
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 614
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 537
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 495
Theoretical and experimental analysis of t-stubs with four bolts in one row 467
Mechanical modelling of exposed column base plate joints under cyclic loads 436
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 391
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 389
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 375
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 296
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 295
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 279
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 269
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 236
Seismic enhancement of masonry arches by means of fibrereinforced mortar 229
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 225
L’impiego di modelli semplificati nella valutazione della resistenza di pareti in muratura in zona sismica 215
Critical issues in parametric calibration of cyclic models for steel members 215
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 209
Simplified finite element analysis of bolted Tstub connection components 196
An advanced mechanical model for composite connections under hogging/sagging moments 192
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 182
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 182
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 172
Innovative connections for timber panel buildings 172
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 170
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 165
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 161
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 160
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 158
Full Strength of Column Base Connections accounting for Random Material Variability 156
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 156
Experimental analysis of friction material for Free from Damage connections 156
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 155
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 154
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 154
Structural Steel Semirigid Connections: Theory, Design, and Software 153
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 152
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 152
A simplified approach for the seismic analysis of masonry structures 151
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 151
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 149
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 148
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 147
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 146
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 146
Bearing strength of shear connections for tubular structures: An analytical approach 146
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 144
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 142
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 141
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 140
Bolted T-stubs: A refined model for flange and bolt fracture modes 139
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 138
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 137
Rotational behaviour of column base plate connections: Experimental analysis and modelling 136
Structural Steel Semirigid Connections 135
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 135
Development and validation of design criteria for free from damage steel joints 135
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 135
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 134
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 134
Experimental and theoretical analysis of shear bolted connections for tubular structures 134
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 133
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 133
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 132
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 132
Cyclic modelling of bolted beam-to-column connections: component approach 129
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 129
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 129
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 128
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 128
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 127
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 127
Reliable calibration of cyclic models for steel members 127
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 127
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 126
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 126
Design of full-strength full-ductility extended end-plate beam-to-column joints 126
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 126
Component modelling of connections between circular-hollow-sections and through-all members 124
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 124
Simplified and accurate models in evaluating seismic strength of masonry walls 124
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 124
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 124
Pilastri in c.a. confinati con FRP: risultati sperimentali 123
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 123
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 122
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 122
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 122
Theoretical and Experimental Analysis of Column Web in Compression 121
A new classification system for aluminium alloy sections 121
Un nuovo modello a telaio equivalente per l'analisi statica non lineare di pareti in muratura 121
Analytical assessment of the friction dampers behaviour under different loading rates 121
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 120
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 120
Experimental analysis on friction materials for supplemental damping devices 120
null 119
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 119
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 118
Totale 19.429
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Categoria #
all - tutte 118.936
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 118.936
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.608 0 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
2025/202617.428 2.346 3.172 2.506 698 1.468 737 2.079 479 682 1.382 404 1.475
2026/2027599 405 194 0 0 0 0 0 0 0 0 0 0
Totale 36.844