UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
NA - Nord America 14.718
EU - Europa 5.346
AS - Asia 4.281
SA - Sud America 609
AF - Africa 49
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 14
Totale 25.040
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Nazione #
US - Stati Uniti d'America 14.655
IT - Italia 1.533
CN - Cina 1.392
SG - Singapore 1.304
UA - Ucraina 1.213
RU - Federazione Russa 766
DE - Germania 564
BR - Brasile 527
IE - Irlanda 389
HK - Hong Kong 367
FI - Finlandia 358
VN - Vietnam 356
TR - Turchia 281
KR - Corea 208
SE - Svezia 146
GB - Regno Unito 99
IN - India 87
NL - Olanda 75
IR - Iran 44
CA - Canada 36
JP - Giappone 34
FR - Francia 32
BD - Bangladesh 28
BE - Belgio 26
AT - Austria 24
ES - Italia 24
PT - Portogallo 24
TW - Taiwan 23
TH - Thailandia 22
MX - Messico 18
PE - Perù 18
ID - Indonesia 16
AR - Argentina 15
CO - Colombia 15
PH - Filippine 15
PK - Pakistan 15
PL - Polonia 15
NZ - Nuova Zelanda 14
IQ - Iraq 13
EC - Ecuador 11
EG - Egitto 11
EU - Europa 11
IL - Israele 11
RO - Romania 10
SA - Arabia Saudita 10
ZA - Sudafrica 10
AU - Australia 9
UZ - Uzbekistan 9
VE - Venezuela 9
CZ - Repubblica Ceca 8
LB - Libano 8
CH - Svizzera 7
DZ - Algeria 6
HR - Croazia 6
MA - Marocco 6
TN - Tunisia 6
BG - Bulgaria 5
CL - Cile 4
GE - Georgia 4
JO - Giordania 4
KZ - Kazakistan 4
LT - Lituania 4
PY - Paraguay 4
RS - Serbia 4
UY - Uruguay 4
AZ - Azerbaigian 3
BH - Bahrain 3
JM - Giamaica 3
KE - Kenya 3
NO - Norvegia 3
NP - Nepal 3
XK - ???statistics.table.value.countryCode.XK??? 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
BO - Bolivia 2
CR - Costa Rica 2
CY - Cipro 2
ET - Etiopia 2
HU - Ungheria 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
OM - Oman 2
SN - Senegal 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
BB - Barbados 1
GH - Ghana 1
GR - Grecia 1
GT - Guatemala 1
HN - Honduras 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MD - Moldavia 1
ME - Montenegro 1
MT - Malta 1
NG - Nigeria 1
NI - Nicaragua 1
Totale 25.037
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Città #
Ann Arbor 3.993
Chandler 1.582
Jacksonville 1.439
Princeton 1.164
Wilmington 1.119
Woodbridge 1.004
Ashburn 603
Houston 594
Singapore 531
Dublin 384
Dong Ket 343
Hong Kong 339
Nanjing 298
Andover 286
Beijing 265
Izmir 246
Munich 236
Salerno 225
Moscow 216
Boardman 208
Pellezzano 184
Helsinki 95
Shenyang 94
Fairfield 90
Changsha 88
Hebei 83
Milan 83
Nanchang 82
Jiaxing 78
Naples 62
Redwood City 62
Los Angeles 55
Norwalk 55
New York 49
Tianjin 49
Dearborn 47
São Paulo 45
Dallas 43
Washington 42
Amsterdam 41
Rome 39
The Dalles 37
Mestre 36
Pune 36
Düsseldorf 34
Nuremberg 31
Santa Clara 30
Cambridge 28
Seattle 28
Guangzhou 27
Fisciano 26
Columbus 25
Shanghai 25
Jinan 22
London 21
San Diego 20
Bangkok 19
Brooklyn 19
Napoli 19
San Francisco 19
Tokyo 19
Belo Horizonte 18
Fuzhou 18
Rio de Janeiro 18
Lappeenranta 17
Taichung 16
Liège 15
Des Moines 14
San Felice sul Panaro 14
Shenzhen 14
Southampton 14
Central 13
Cisterna 13
Council Bluffs 13
Dhaka 13
Palermo 13
Zhengzhou 13
New Delhi 12
Campinas 11
Casoria 11
Lima 11
Palomonte 11
Phoenix 11
San Mango Piemonte 11
Vienna 11
Warsaw 11
Xian 11
Chicago 10
Menlo Park 10
Wuhan 10
Ancona 9
Ankara 9
Chennai 9
Coimbra 9
Grottammare 9
Hangzhou 9
Ningbo 9
San Jose 9
Tappahannock 9
Tashkent 9
Totale 17.529
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Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 263
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 226
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 197
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 155
Simplified finite element analysis of bolted Tstub connection components 152
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 145
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 141
Assessment of EC8 Provisions for Seismic Design of Steel Structures 126
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Critical issues in parametric calibration of cyclic models for steel members 123
An innovative conception of bracing members: the reduced section solution 122
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 122
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 120
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 119
Analysis and Modelling of CFT Members: Moment Curvature Analysis 119
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 119
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 119
A design approach of MRF-CBF dual systems for failure mode control 117
Structural Steel Semirigid Connections: Theory, Design, and Software 116
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 115
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 115
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 114
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 113
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 113
An advanced mechanical model for composite connections under hogging/sagging moments 110
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 110
Experimental analysis of friction material for Free from Damage connections 109
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 109
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 109
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 108
Influence of design criteria on seismic reliability of X braced frames 106
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 106
Design of chevron braced frames: different approaches around the world. 106
Plastic Design and Seismic Response of Knee Braced Frames 106
Plastic design of MRF-CBF Systems 106
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 106
Cyclic Model of Beam-to-Column Joints 104
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 102
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 102
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 102
Structural Steel Semirigid Connections 101
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 101
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 101
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 101
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 100
Plastic Design of Dissipative Truss Moment Frames 100
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 99
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 99
Failure Mode Control Of Dissipative Truss Moment Frames 99
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 99
Rotational behaviour of column base plate connections: Experimental analysis and modelling 99
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 99
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 98
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 98
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 98
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 97
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 97
Telai sismo-resistenti innovativi privi di danneggiamento 97
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 96
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 96
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 95
Seismic reliability of V-braced frames: Influence of design methodologies 95
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 95
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 94
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 94
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 94
Local Buckling of Aluminium Members: Testing and Classification 93
“Seismic reliability of V-braced frames influence of different design approaches” 93
Theoretical and Experimental Analysis of Column Web in Compression 93
Cyclic modelling of bolted beam-to-column connections: component approach 93
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 93
Innovative structural details in MR-frames for free from damage structures 93
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 93
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 92
Le Possibilità di Impiego delle Leghe d'Alluminio nel Campo delle Strutture Reticolari Spaziali 92
Bolted T-stubs: A refined model for flange and bolt fracture modes 92
Seismic reliability of chevron braced frames with innovative conception of bracing members 91
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 91
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 91
Local Buckling of Aluminum Alloy Angles under Uniform Compression 91
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 91
Analisi del Comportamento Post-Critico di Profili Scatolari in Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 90
Failure Mode Control of Seismic Resistant EB-Frames 90
Dynamic response of knee braced frames designed for failure mode control 90
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 90
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 90
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 90
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 90
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 89
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 89
Plastic design of eccentrically braced frames, II: Failure mode control 89
Influence of design Criteria on the seismic Reliability of X-Braced Frames 89
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 89
Influence of design criteria on the seismic reliability of X-braced frames 88
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 88
Atti del Workshop "Materiali ed Approcci Innovativi per il Progetto in Zona Sismica e la Mitigazione della Vulnerabilità delle Strutture" 88
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 87
Seismic Response of EB-Frames: Non Linear Dynamic Comparative Analyses 87
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 87
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 86
Totale 10.607
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Categoria #
all - tutte 97.650
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 97.650
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.519 24 223 231 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
2025/2026485 485 0 0 0 0 0 0 0 0 0 0 0
Totale 25.806