UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 28.689
NA - Nord America 19.723
EU - Europa 6.562
SA - Sud America 1.598
AF - Africa 253
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 17
AN - Antartide 1
Totale 56.879
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Nazione #
HK - Hong Kong 19.856
US - Stati Uniti d'America 19.462
SG - Singapore 3.678
CN - Cina 2.157
IT - Italia 1.870
UA - Ucraina 1.229
VN - Vietnam 1.198
BR - Brasile 1.153
RU - Federazione Russa 789
DE - Germania 638
FR - Francia 411
FI - Finlandia 401
IE - Irlanda 396
TR - Turchia 327
KR - Corea 284
IN - India 252
GB - Regno Unito 227
BD - Bangladesh 178
SE - Svezia 177
AR - Argentina 160
CA - Canada 107
NL - Olanda 98
JP - Giappone 96
MX - Messico 94
IQ - Iraq 93
ID - Indonesia 69
CO - Colombia 66
ZA - Sudafrica 59
PK - Pakistan 58
PH - Filippine 53
EC - Ecuador 52
ES - Italia 51
IR - Iran 51
PL - Polonia 45
VE - Venezuela 42
MA - Marocco 39
MY - Malesia 38
CL - Cile 36
SA - Arabia Saudita 36
KE - Kenya 32
PE - Perù 31
UZ - Uzbekistan 30
BE - Belgio 29
EG - Egitto 29
PT - Portogallo 29
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
CR - Costa Rica 16
NP - Nepal 16
UY - Uruguay 16
AU - Australia 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
JM - Giamaica 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
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
GT - Guatemala 3
KW - Kuwait 3
LV - Lettonia 3
ME - Montenegro 3
Totale 56.814
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Città #
Hong Kong 19.797
Ann Arbor 3.994
Singapore 1.843
San Jose 1.637
Chandler 1.582
Jacksonville 1.443
Princeton 1.164
Wilmington 1.119
Ashburn 1.053
Woodbridge 1.004
Dallas 688
Houston 611
Council Bluffs 448
Dublin 390
Beijing 370
Dong Ket 343
Lauterbourg 339
The Dalles 309
Nanjing 298
Ho Chi Minh City 297
Andover 287
Izmir 248
Munich 236
Salerno 227
Moscow 219
Boardman 208
Hanoi 205
Pellezzano 184
New York 143
Los Angeles 139
Helsinki 131
Santa Clara 118
São Paulo 117
Milan 105
Changsha 96
Shenyang 96
Rome 93
Fairfield 90
Hebei 83
Nanchang 82
Naples 82
Jiaxing 79
Tokyo 76
Memphis 75
Orem 63
Redwood City 62
Frankfurt am Main 61
Norwalk 56
Amsterdam 53
Tianjin 49
Dearborn 47
Shanghai 47
Brooklyn 46
Chennai 46
Washington 46
Fisciano 44
Haiphong 42
Pune 40
Da Nang 38
Guangzhou 38
London 38
Seattle 38
Warsaw 38
Dhaka 37
Montreal 37
Nuremberg 37
Stockholm 37
Chicago 36
Mestre 36
Düsseldorf 35
Basingstoke 34
Columbus 34
Rio de Janeiro 34
Phoenix 33
Baghdad 32
Johannesburg 32
Belo Horizonte 29
Cambridge 29
Nairobi 29
San Francisco 28
Tashkent 28
Manchester 27
New Delhi 27
Seoul 27
Boston 26
Denver 26
Kuala Lumpur 26
San Diego 25
Jinan 24
Zurich 24
Porto Alegre 23
Medellín 22
Lappeenranta 21
Quito 21
Amman 20
Atlanta 20
Bangkok 20
Lahore 20
Des Moines 19
Fuzhou 19
Totale 44.074
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.233
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.159
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 889
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 863
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 818
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 788
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 742
Seismic Assessment of the DREAMERS Building Prototype 738
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 726
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 726
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 625
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 622
Design Procedure for Eccentrically Braced Steel Frames 583
Simplified methods for the evaluation of seismic performances of steel frames 554
Seismic design approach for steel K-shaped eccentrically braced frames 538
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 537
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 533
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 531
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 485
Beam-Column under non uniform bending: numerical simulation and interaction formulae 480
Interactive local instability of aluminium angles 474
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 421
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 386
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 382
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 355
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 348
Seismic Response of MR- Frames with Semi-Rigid Connections 348
Influence of design Criteria on the seismic Reliability of X-Braced Frames 347
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 341
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 307
Seismic design of chevron braces cupled with MRF fail safe systems 303
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 301
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 289
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 281
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 260
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 245
Experimental tests on SHS aluminium beams under non-uniform bending 243
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 235
On the use of HSS in seismic-resistant structures 233
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 226
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 224
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 221
Plastic design of seismic resistant X-braced frames 218
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 218
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 215
Assessment of EC8 Provisions for Seismic Design of Steel Structures 213
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 213
Critical issues in parametric calibration of cyclic models for steel members 213
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 201
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 192
An advanced mechanical model for composite connections under hogging/sagging moments 190
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 189
Simplified finite element analysis of bolted Tstub connection components 189
Telai sismo-resistenti innovativi privi di danneggiamento 188
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 186
Influence of design criteria on seismic reliability of X braced frames 184
An innovative conception of bracing members: the reduced section solution 177
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 174
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 174
Seismic reliability of V-braced frames: Influence of design methodologies 173
Plastic Design and Seismic Response of Knee Braced Frames 171
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 167
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 165
A design approach of MRF-CBF dual systems for failure mode control 161
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 161
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 161
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 160
Experimental Analysis of the Cyclic Response of CFT-SHS members 154
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 153
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 153
Analysis and Modelling of CFT Members: Moment Curvature Analysis 152
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 150
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 149
Plastic design of MRF-CBF Systems 148
Probabilistic theory of plastic mechanism control 148
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 148
Probabilistic approach for local hierarchy criteria of EB-frames 147
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 147
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 147
Structural Steel Semirigid Connections: Theory, Design, and Software 147
Plastic design of eccentrically braced frames, I: Moment–shear interaction 146
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 146
Experimental analysis of friction material for Free from Damage connections 146
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 144
Design of chevron braced frames: different approaches around the world. 144
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
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 140
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 140
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 139
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 138
Bolted T-stubs: A refined model for flange and bolt fracture modes 137
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 135
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 135
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 135
L’Interazione Taglio-Momento nei Controventi del tipo knee 134
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 134
Totale 30.695
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Categoria #
all - tutte 159.437
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 159.437
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021403 0 0 0 0 0 0 0 0 0 0 0 403
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
2025/202632.328 4.730 9.399 7.389 924 2.003 872 2.800 596 786 1.974 643 212
Totale 57.649