UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 28.542
NA - Nord America 18.908
EU - Europa 6.476
SA - Sud America 1.596
AF - Africa 251
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 17
AN - Antartide 1
Totale 55.827
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Nazione #
HK - Hong Kong 19.847
US - Stati Uniti d'America 18.669
SG - Singapore 3.635
CN - Cina 2.121
IT - Italia 1.795
UA - Ucraina 1.229
VN - Vietnam 1.198
BR - Brasile 1.151
RU - Federazione Russa 789
DE - Germania 636
FR - Francia 409
FI - Finlandia 401
IE - Irlanda 395
TR - Turchia 325
KR - Corea 281
IN - India 250
GB - Regno Unito 224
SE - Svezia 177
AR - Argentina 160
BD - Bangladesh 133
NL - Olanda 96
CA - Canada 93
IQ - Iraq 93
JP - Giappone 93
MX - Messico 92
ID - Indonesia 69
CO - Colombia 66
ZA - Sudafrica 59
PK - Pakistan 58
EC - Ecuador 52
PH - Filippine 52
ES - Italia 51
IR - Iran 49
PL - Polonia 45
VE - Venezuela 42
MA - Marocco 39
MY - Malesia 37
CL - Cile 36
SA - Arabia Saudita 36
KE - Kenya 31
PE - Perù 31
UZ - Uzbekistan 30
EG - Egitto 29
PT - Portogallo 29
BE - Belgio 28
AT - Austria 27
CH - Svizzera 27
JO - Giordania 24
TH - Thailandia 24
TW - Taiwan 23
LB - Libano 22
PY - Paraguay 22
DZ - Algeria 21
IL - Israele 21
NZ - Nuova Zelanda 20
TN - Tunisia 18
BO - Bolivia 17
NP - Nepal 16
UY - Uruguay 16
AU - Australia 15
CR - Costa Rica 15
LT - Lituania 15
KZ - Kazakistan 13
RO - Romania 12
SN - Senegal 12
AE - Emirati Arabi Uniti 11
BG - Bulgaria 11
EU - Europa 11
AZ - Azerbaigian 10
CZ - Repubblica Ceca 10
HR - Croazia 10
BH - Bahrain 9
ET - Etiopia 9
OM - Oman 9
RS - Serbia 8
SY - Repubblica araba siriana 8
AL - Albania 7
HN - Honduras 7
MD - Moldavia 7
NO - Norvegia 7
PA - Panama 7
GE - Georgia 6
GR - Grecia 6
PS - Palestinian Territory 6
XK - ???statistics.table.value.countryCode.XK??? 6
JM - Giamaica 5
KG - Kirghizistan 5
LY - Libia 5
SK - Slovacchia (Repubblica Slovacca) 5
BY - Bielorussia 4
CY - Cipro 4
DO - Repubblica Dominicana 4
KH - Cambogia 4
MM - Myanmar 4
NI - Nicaragua 4
QA - Qatar 4
KW - Kuwait 3
LV - Lettonia 3
ME - Montenegro 3
ML - Mali 3
Totale 55.766
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Città #
Hong Kong 19.788
Ann Arbor 3.993
Singapore 1.835
Chandler 1.582
Jacksonville 1.441
San Jose 1.369
Princeton 1.164
Wilmington 1.119
Ashburn 1.033
Woodbridge 1.004
Dallas 680
Houston 603
Council Bluffs 446
Dublin 389
Beijing 351
Dong Ket 343
Lauterbourg 339
The Dalles 308
Nanjing 298
Ho Chi Minh City 297
Andover 287
Izmir 248
Munich 236
Salerno 226
Moscow 219
Boardman 208
Hanoi 205
Pellezzano 184
Helsinki 131
Los Angeles 128
New York 122
São Paulo 117
Milan 102
Changsha 96
Shenyang 96
Fairfield 90
Rome 88
Santa Clara 85
Hebei 83
Nanchang 82
Naples 80
Jiaxing 79
Tokyo 73
Orem 62
Redwood City 62
Frankfurt am Main 61
Norwalk 55
Amsterdam 53
Tianjin 49
Dearborn 47
Chennai 46
Shanghai 45
Fisciano 44
Brooklyn 43
Haiphong 42
Washington 42
Pune 40
Da Nang 38
Guangzhou 38
London 38
Dhaka 37
Nuremberg 37
Stockholm 37
Warsaw 37
Mestre 36
Montreal 36
Düsseldorf 35
Basingstoke 34
Rio de Janeiro 34
Seattle 34
Baghdad 32
Johannesburg 32
Chicago 30
Belo Horizonte 29
Cambridge 29
Nairobi 28
Tashkent 28
Columbus 27
San Francisco 27
Boston 26
Manchester 26
Phoenix 26
Seoul 26
Kuala Lumpur 25
New Delhi 25
Denver 24
Jinan 24
Zurich 24
Porto Alegre 23
Medellín 22
Lappeenranta 21
Quito 21
San Diego 21
Amman 20
Bangkok 20
Lahore 20
Des Moines 19
Fuzhou 19
Istanbul 19
Mumbai 19
Totale 43.541
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.232
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.155
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 886
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 858
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 812
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 787
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 740
Seismic Assessment of the DREAMERS Building Prototype 733
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 726
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 725
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 622
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 622
Design Procedure for Eccentrically Braced Steel Frames 579
Simplified methods for the evaluation of seismic performances of steel frames 549
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 534
Seismic design approach for steel K-shaped eccentrically braced frames 533
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 531
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 530
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 500
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 481
Beam-Column under non uniform bending: numerical simulation and interaction formulae 477
Interactive local instability of aluminium angles 472
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 420
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 384
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 379
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 355
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 348
Influence of design Criteria on the seismic Reliability of X-Braced Frames 347
Seismic Response of MR- Frames with Semi-Rigid Connections 344
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 338
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 305
Seismic design of chevron braces cupled with MRF fail safe systems 302
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 300
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 287
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 280
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 258
Experimental tests on SHS aluminium beams under non-uniform bending 240
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 234
On the use of HSS in seismic-resistant structures 232
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 224
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
Plastic design of seismic resistant X-braced frames 216
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 215
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 214
Assessment of EC8 Provisions for Seismic Design of Steel Structures 213
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 212
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 212
Critical issues in parametric calibration of cyclic models for steel members 209
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 199
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 191
An advanced mechanical model for composite connections under hogging/sagging moments 188
Telai sismo-resistenti innovativi privi di danneggiamento 188
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 188
Simplified finite element analysis of bolted Tstub connection components 187
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 185
Influence of design criteria on seismic reliability of X braced frames 180
An innovative conception of bracing members: the reduced section solution 177
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 171
Seismic reliability of V-braced frames: Influence of design methodologies 170
Plastic Design and Seismic Response of Knee Braced Frames 169
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 165
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 164
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 162
A design approach of MRF-CBF dual systems for failure mode control 160
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 160
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 160
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 158
Experimental Analysis of the Cyclic Response of CFT-SHS members 152
Analisi preliminare dell'influenza della configurazione nelle performance sismiche dei sistemi accoppiati con controventi eccentrici progettati mediante la TPMC Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of MRF-EBF Dual Systems Designed by TPMC 151
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 150
Analysis and Modelling of CFT Members: Moment Curvature Analysis 149
Influenza del comportamento ciclico dei collegamenti trave-colonna sulla risposta sismica di telai in acciaio regolari - INFLUENCE OF THE CYCLIC BEHAVIOUR OF BEAM-TO-COLUMN CONNECTION ON THE SEISMIC RESPONSE OF REGULAR STEEL FRAMES Rosario Montuori, Elide Nastri, Vincenzo Piluso, Marina Troisi 149
Probabilistic theory of plastic mechanism control 147
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 146
Plastic design of MRF-CBF Systems 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
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 144
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 144
Structural Steel Semirigid Connections: Theory, Design, and Software 144
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 144
Probabilistic approach for local hierarchy criteria of EB-frames 143
Design of chevron braced frames: different approaches around the world. 143
Plastic design of eccentrically braced frames, I: Moment–shear interaction 143
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 142
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 142
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 141
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 141
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 141
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 139
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 137
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 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
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 132
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 132
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 132
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 132
L’Interazione Taglio-Momento nei Controventi del tipo knee 131
Totale 30.448
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Categoria #
all - tutte 153.558
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 153.558
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021697 0 0 0 0 0 0 0 0 0 31 263 403
2021/20222.131 13 2 16 35 45 49 16 114 315 279 322 925
2022/20233.681 372 250 87 434 512 732 20 382 558 26 205 103
2023/20241.865 159 265 127 103 105 283 94 79 71 77 87 415
2024/20254.360 197 111 142 225 172 577 707 427 602 239 481 480
2025/202631.274 4.730 9.399 7.389 924 2.003 872 2.800 596 786 1.775 0 0
Totale 56.595