UniSa - IRIS Institutional Research Information System

RIZZANO, Gianvittorio
 Distribuzione geografica
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Continente #
NA - Nord America 11.403
AS - Asia 9.753
EU - Europa 4.489
SA - Sud America 624
AF - Africa 88
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 9
Totale 26.383
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Nazione #
US - Stati Uniti d'America 11.325
HK - Hong Kong 6.575
IT - Italia 1.453
CN - Cina 1.102
SG - Singapore 1.039
UA - Ucraina 843
RU - Federazione Russa 577
BR - Brasile 533
DE - Germania 431
VN - Vietnam 362
FI - Finlandia 297
IE - Irlanda 292
TR - Turchia 201
SE - Svezia 191
KR - Corea 180
GB - Regno Unito 105
IN - India 90
CA - Canada 46
NL - Olanda 43
JP - Giappone 40
PL - Polonia 35
DZ - Algeria 34
IR - Iran 34
FR - Francia 33
BE - Belgio 29
AR - Argentina 27
AT - Austria 23
ES - Italia 22
PT - Portogallo 21
BD - Bangladesh 19
PK - Pakistan 16
MX - Messico 15
ZA - Sudafrica 15
EC - Ecuador 14
NZ - Nuova Zelanda 14
PE - Perù 12
VE - Venezuela 12
CO - Colombia 11
CZ - Repubblica Ceca 11
GR - Grecia 11
RO - Romania 11
EG - Egitto 9
IL - Israele 9
IQ - Iraq 9
UZ - Uzbekistan 9
EU - Europa 8
LB - Libano 8
RS - Serbia 8
SA - Arabia Saudita 8
TW - Taiwan 8
CH - Svizzera 7
ID - Indonesia 7
NO - Norvegia 7
AE - Emirati Arabi Uniti 6
HR - Croazia 6
LT - Lituania 6
MA - Marocco 6
PH - Filippine 6
PY - Paraguay 6
TN - Tunisia 6
BG - Bulgaria 5
MD - Moldavia 5
BO - Bolivia 4
BY - Bielorussia 4
KZ - Kazakistan 4
SV - El Salvador 4
AL - Albania 3
AU - Australia 3
HU - Ungheria 3
LV - Lettonia 3
NG - Nigeria 3
AF - Afghanistan, Repubblica islamica di 2
AZ - Azerbaigian 2
BW - Botswana 2
CL - Cile 2
CR - Costa Rica 2
DJ - Gibuti 2
GT - Guatemala 2
JO - Giordania 2
KE - Kenya 2
KW - Kuwait 2
LA - Repubblica Popolare Democratica del Laos 2
QA - Qatar 2
SN - Senegal 2
SR - Suriname 2
TT - Trinidad e Tobago 2
AD - Andorra 1
AM - Armenia 1
BB - Barbados 1
BF - Burkina Faso 1
BZ - Belize 1
CI - Costa d'Avorio 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
HN - Honduras 1
JM - Giamaica 1
KH - Cambogia 1
LC - Santa Lucia 1
Totale 26.368
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Città #
Hong Kong 6.550
Ann Arbor 2.969
Chandler 1.050
Jacksonville 1.019
Princeton 865
Wilmington 759
Woodbridge 579
Dallas 563
Houston 497
Singapore 428
Ashburn 410
Dublin 287
Dong Ket 284
Andover 214
Munich 202
Nanjing 190
Beijing 184
Izmir 172
Boardman 167
Salerno 162
Moscow 152
Pellezzano 130
Helsinki 94
New York 76
Fairfield 75
Naples 73
Hebei 67
Changsha 65
Redwood City 60
Shenyang 56
São Paulo 55
Jiaxing 52
Nanchang 52
Los Angeles 47
Council Bluffs 45
The Dalles 45
Norwalk 42
Pune 40
Columbus 39
Tianjin 39
Ho Chi Minh City 38
Milan 37
Rome 36
Santa Clara 33
Fisciano 32
Mestre 29
London 28
Dearborn 27
Napoli 27
Brooklyn 26
Warsaw 26
Amsterdam 25
Shanghai 23
Tokyo 23
San Francisco 22
Sarno 22
Cambridge 21
Liège 20
Seattle 20
Düsseldorf 19
Guangzhou 19
Seoul 19
Southampton 19
Stockholm 19
San Diego 18
Boston 16
Chicago 16
Nuremberg 16
Phoenix 16
Rio de Janeiro 16
Washington 16
Lappeenranta 15
Montreal 15
Giugliano in Campania 14
Hanoi 14
Jinan 14
San Felice sul Panaro 14
San Mango Piemonte 14
Atlanta 13
New Delhi 13
Vienna 13
Acerra 11
Coimbra 11
Des Moines 11
Florence 11
Forino 11
Palermo 11
Tabriz 11
Belo Horizonte 10
Caserta 10
Chennai 10
Nocera Inferiore 10
Turin 10
Turku 10
Ankara 9
Charlotte 9
Curitiba 9
Denver 9
Nauplion 9
Parabiago 9
Totale 19.909
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.123
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 900
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 567
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 498
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 452
Theoretical and experimental analysis of t-stubs with four bolts in one row 424
Mechanical modelling of exposed column base plate joints under cyclic loads 413
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 353
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 351
Riabilitazione Strutturale Parte 1: analisi e verifica degli edifici in muratura ordinaria 312
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 267
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 245
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 230
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 230
L’impiego di modelli semplificati nella valutazione della resistenza di pareti in muratura in zona sismica 201
Seismic enhancement of masonry arches by means of fibrereinforced mortar 190
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 186
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 182
Critical issues in parametric calibration of cyclic models for steel members 172
Simplified finite element analysis of bolted Tstub connection components 159
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 156
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 147
Innovative connections for timber panel buildings 145
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 144
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 135
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 132
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 127
Riabilitazione Strutturale, Parte 2: Progettazione ed esecuzione degli interventi sugli edifici in muratura ordinaria 127
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 127
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 126
Full Strength of Column Base Connections accounting for Random Material Variability 126
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 125
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 124
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 122
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced Concrete 121
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 121
Structural Steel Semirigid Connections: Theory, Design, and Software 118
An advanced mechanical model for composite connections under hogging/sagging moments 117
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 117
Experimental analysis of friction material for Free from Damage connections 115
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 113
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 110
A simplified approach for the seismic analysis of masonry structures 110
Bearing strength of shear connections for tubular structures: An analytical approach 110
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 109
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 108
Cyclic Model of Beam-to-Column Joints 107
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 107
Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete 107
Structural Steel Semirigid Connections 106
Experimental and theoretical analysis of shear bolted connections for tubular structures 104
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 104
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 103
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 103
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 103
Cyclic modelling of bolted beam-to-column connections: component approach 102
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 102
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 102
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 101
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 101
Studio sperimentale sulle proprieta' termo-meccaniche di calcestruzzirinforzati con fibre di plastica da riciclo 101
Rotational behaviour of column base plate connections: Experimental analysis and modelling 101
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 100
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 100
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 100
Bolted T-stubs: A refined model for flange and bolt fracture modes 100
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 99
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 99
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 99
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 98
Local Buckling of Aluminium Members: Testing and Classification 97
Theoretical and Experimental Analysis of Column Web in Compression 97
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 97
KEYNOTE: NEW STRATEGIES IN THE SEISMIC DESIGN OF BOLTED BEAM-TO-COLUMN CONNECTIONS 97
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 97
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 96
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 96
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 94
Simplified and accurate models in evaluating seismic strength of masonry walls 93
Local Buckling of Aluminum Alloy Angles under Uniform Compression 93
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 92
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 92
Affidabilità sismica di strutture esistenti in c.a. progettate a soli carichi verticali 92
Experimental Analysis of the Thermo-Mechanical Properties of Recycled PET Fiber Reinforced 92
Pilastri in c.a. confinati con FRP: risultati sperimentali 91
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 91
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 91
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 90
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 90
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 89
Experimental analysis and modelling of bolted T-stubs under cyclic loads 88
Seismic Assessment of Existing R.C. Frames: Probabilistic Approach 88
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 88
A new classification system for aluminium alloy sections 87
Development and validation of design criteria for free from damage steel joints 87
Experimental analysis on friction materials for supplemental damping devices 86
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 86
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 86
Cyclic Behaviour of Bolted Joint Components 85
Modellazione agli Elementi Finiti di Profili Scatolari in Lega di Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 85
Totale 15.869
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Categoria #
all - tutte 91.247
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 91.247
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.658 0 0 0 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
2024/20253.427 160 88 142 171 164 421 562 348 470 194 367 340
2025/20268.152 2.346 3.172 2.506 128 0 0 0 0 0 0 0 0
Totale 26.969