UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 23.048
NA - Nord America 15.602
EU - Europa 5.450
SA - Sud America 649
AF - Africa 59
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 14
AN - Antartide 1
Totale 44.849
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Nazione #
HK - Hong Kong 18.783
US - Stati Uniti d'America 15.502
CN - Cina 1.638
IT - Italia 1.555
SG - Singapore 1.354
UA - Ucraina 1.214
RU - Federazione Russa 767
DE - Germania 564
BR - Brasile 557
IE - Irlanda 389
VN - Vietnam 376
FI - Finlandia 359
TR - Turchia 284
KR - Corea 209
SE - Svezia 156
GB - Regno Unito 116
IN - India 93
NL - Olanda 76
CA - Canada 58
JP - Giappone 47
IR - Iran 45
FR - Francia 35
PL - Polonia 31
BD - Bangladesh 30
ES - Italia 29
MX - Messico 29
AT - Austria 26
BE - Belgio 26
PT - Portogallo 26
TW - Taiwan 23
TH - Thailandia 22
PE - Perù 20
AR - Argentina 17
NZ - Nuova Zelanda 17
CO - Colombia 16
ID - Indonesia 16
PH - Filippine 15
PK - Pakistan 15
ZA - Sudafrica 14
IL - Israele 13
IQ - Iraq 13
EC - Ecuador 12
EG - Egitto 11
EU - Europa 11
RO - Romania 11
LT - Lituania 10
SA - Arabia Saudita 10
UZ - Uzbekistan 10
AU - Australia 9
CH - Svizzera 9
CZ - Repubblica Ceca 9
LB - Libano 9
VE - Venezuela 9
BG - Bulgaria 8
HR - Croazia 8
DZ - Algeria 7
MA - Marocco 7
TN - Tunisia 6
UY - Uruguay 6
MD - Moldavia 5
CL - Cile 4
CY - Cipro 4
GE - Georgia 4
JO - Giordania 4
KZ - Kazakistan 4
PY - Paraguay 4
RS - Serbia 4
AZ - Azerbaigian 3
BH - Bahrain 3
JM - Giamaica 3
KE - Kenya 3
MY - Malesia 3
NO - Norvegia 3
NP - Nepal 3
SN - Senegal 3
XK - ???statistics.table.value.countryCode.XK??? 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
BO - Bolivia 2
CR - Costa Rica 2
ET - Etiopia 2
GH - Ghana 2
GR - Grecia 2
HN - Honduras 2
HU - Ungheria 2
KH - Cambogia 2
LV - Lettonia 2
MM - Myanmar 2
OM - Oman 2
SK - Slovacchia (Repubblica Slovacca) 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AQ - Antartide 1
BB - Barbados 1
DJ - Gibuti 1
DM - Dominica 1
DO - Repubblica Dominicana 1
GF - Guiana Francese 1
GT - Guatemala 1
KW - Kuwait 1
Totale 44.835
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Città #
Hong Kong 18.733
Ann Arbor 3.993
Chandler 1.582
Jacksonville 1.440
Princeton 1.164
Wilmington 1.119
Woodbridge 1.004
Ashburn 647
Dallas 602
Houston 594
Singapore 579
Dublin 384
Dong Ket 343
Nanjing 298
Andover 286
Beijing 265
Izmir 246
Munich 236
Salerno 225
Moscow 216
Boardman 208
Pellezzano 184
Changsha 96
Helsinki 95
Shenyang 94
Fairfield 90
Hebei 83
Milan 83
Los Angeles 82
Nanchang 82
Jiaxing 78
New York 68
Naples 65
Redwood City 62
Norwalk 55
São Paulo 52
Tianjin 49
Rome 48
Dearborn 47
Santa Clara 43
Washington 42
Amsterdam 41
Council Bluffs 39
The Dalles 37
Mestre 36
Pune 36
Düsseldorf 34
Nuremberg 31
Seattle 31
Tokyo 31
Brooklyn 30
Fisciano 29
Cambridge 28
Guangzhou 28
San Francisco 27
Warsaw 26
Columbus 25
Shanghai 25
London 23
Jinan 22
Rio de Janeiro 21
San Diego 20
Bangkok 19
Fuzhou 19
Napoli 19
Belo Horizonte 18
Lappeenranta 18
Montreal 18
Stockholm 18
Taichung 16
Boston 15
Chicago 15
Liège 15
Chennai 14
Des Moines 14
San Felice sul Panaro 14
Shenzhen 14
Southampton 14
Central 13
Cisterna 13
Dhaka 13
New Delhi 13
Palermo 13
Phoenix 13
San Jose 13
Zhengzhou 13
Ankara 12
Lima 12
Vienna 12
Campinas 11
Casoria 11
Manchester 11
Palomonte 11
San Mango Piemonte 11
Xian 11
Menlo Park 10
Tashkent 10
Wuhan 10
Ancona 9
Atlanta 9
Totale 36.796
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.191
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.108
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 866
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 823
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 786
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 750
Seismic Assessment of the DREAMERS Building Prototype 686
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 678
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 672
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 661
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 586
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 571
Design Procedure for Eccentrically Braced Steel Frames 520
Simplified methods for the evaluation of seismic performances of steel frames 518
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 492
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 492
Seismic design approach for steel K-shaped eccentrically braced frames 481
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 473
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 469
Interactive local instability of aluminium angles 436
Beam-Column under non uniform bending: numerical simulation and interaction formulae 429
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 428
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 374
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 335
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 333
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 320
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 315
Influence of design Criteria on the seismic Reliability of X-Braced Frames 305
Seismic Response of MR- Frames with Semi-Rigid Connections 299
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 273
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 269
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 266
Seismic design of chevron braces cupled with MRF fail safe systems 263
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 252
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 241
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 228
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 214
Experimental tests on SHS aluminium beams under non-uniform bending 202
On the use of HSS in seismic-resistant structures 202
Plastic design of seismic resistant X-braced frames 198
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 198
Assessment of EC8 Provisions for Seismic Design of Steel Structures 190
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 185
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 180
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 175
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 175
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 172
Critical issues in parametric calibration of cyclic models for steel members 166
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 166
Telai sismo-resistenti innovativi privi di danneggiamento 162
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 160
Simplified finite element analysis of bolted Tstub connection components 158
An innovative conception of bracing members: the reduced section solution 154
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 153
Influence of design criteria on seismic reliability of X braced frames 150
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 145
Seismic reliability of V-braced frames: Influence of design methodologies 144
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 140
Plastic Design and Seismic Response of Knee Braced Frames 139
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 133
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 130
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 128
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 127
Experimental Analysis of the Cyclic Response of CFT-SHS members 124
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 124
A design approach of MRF-CBF dual systems for failure mode control 123
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 123
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 123
Probabilistic theory of plastic mechanism control 123
Analysis and Modelling of CFT Members: Moment Curvature Analysis 122
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 120
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 119
Probabilistic approach for local hierarchy criteria of EB-frames 117
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 117
Structural Steel Semirigid Connections: Theory, Design, and Software 117
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 116
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 116
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 115
Plastic design of MRF-CBF Systems 115
An advanced mechanical model for composite connections under hogging/sagging moments 115
Experimental analysis of friction material for Free from Damage connections 114
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 113
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 113
Design of chevron braced frames: different approaches around the world. 112
Plastic design of eccentrically braced frames, I: Moment–shear interaction 112
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 110
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 110
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 108
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 108
Cyclic Model of Beam-to-Column Joints 107
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 107
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 106
Structural Steel Semirigid Connections 105
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 105
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 105
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 105
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 105
Plastic Design of Dissipative Truss Moment Frames 104
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 104
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 104
Totale 26.821
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Categoria #
all - tutte 127.319
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 127.319
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.272 0 0 231 55 292 76 298 11 612 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
2025/202620.294 4.730 9.399 6.165 0 0 0 0 0 0 0 0 0
Totale 45.615