UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
NA - Nord America 14.300
EU - Europa 5.138
AS - Asia 3.684
SA - Sud America 420
AF - Africa 37
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 14
Totale 23.616
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Nazione #
US - Stati Uniti d'America 14.268
IT - Italia 1.492
CN - Cina 1.342
UA - Ucraina 1.211
SG - Singapore 1.164
RU - Federazione Russa 763
DE - Germania 473
IE - Irlanda 388
BR - Brasile 361
FI - Finlandia 350
VN - Vietnam 346
TR - Turchia 274
KR - Corea 171
SE - Svezia 140
HK - Hong Kong 80
GB - Regno Unito 71
NL - Olanda 69
IN - India 64
IR - Iran 44
JP - Giappone 32
FR - Francia 31
BE - Belgio 26
PT - Portogallo 24
TW - Taiwan 23
TH - Thailandia 22
AT - Austria 19
CA - Canada 19
ES - Italia 19
PE - Perù 18
ID - Indonesia 16
PH - Filippine 15
NZ - Nuova Zelanda 14
BD - Bangladesh 13
MX - Messico 12
PK - Pakistan 12
CO - Colombia 11
EU - Europa 11
IL - Israele 11
PL - Polonia 10
AR - Argentina 9
AU - Australia 9
EC - Ecuador 9
EG - Egitto 9
IQ - Iraq 9
RO - Romania 9
CZ - Repubblica Ceca 8
CH - Svizzera 7
LB - Libano 7
DZ - Algeria 6
UZ - Uzbekistan 6
ZA - Sudafrica 6
BG - Bulgaria 5
MA - Marocco 5
GE - Georgia 4
HR - Croazia 4
RS - Serbia 4
TN - Tunisia 4
VE - Venezuela 4
AZ - Azerbaigian 3
BH - Bahrain 3
CL - Cile 3
NO - Norvegia 3
PY - Paraguay 3
SA - Arabia Saudita 3
XK - ???statistics.table.value.countryCode.XK??? 3
AL - Albania 2
CY - Cipro 2
HU - Ungheria 2
JO - Giordania 2
KE - Kenya 2
KZ - Kazakistan 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
NP - Nepal 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
BO - Bolivia 1
ET - Etiopia 1
GH - Ghana 1
GR - Grecia 1
JM - Giamaica 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
LT - Lituania 1
LU - Lussemburgo 1
MD - Moldavia 1
ME - Montenegro 1
MT - Malta 1
NG - Nigeria 1
OM - Oman 1
QA - Qatar 1
RW - Ruanda 1
SN - Senegal 1
SY - Repubblica araba siriana 1
UY - Uruguay 1
Totale 23.616
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Città #
Ann Arbor 3.993
Chandler 1.582
Jacksonville 1.439
Princeton 1.164
Wilmington 1.119
Woodbridge 1.004
Houston 594
Ashburn 586
Singapore 463
Dublin 383
Dong Ket 343
Nanjing 298
Andover 286
Izmir 246
Beijing 225
Salerno 225
Moscow 215
Boardman 208
Pellezzano 184
Munich 155
Helsinki 95
Shenyang 94
Fairfield 90
Changsha 86
Hebei 83
Nanchang 82
Jiaxing 78
Milan 73
Redwood City 62
Hong Kong 56
Naples 56
Norwalk 55
Tianjin 49
Dearborn 47
Washington 42
Los Angeles 38
Amsterdam 36
Mestre 36
Rome 36
Düsseldorf 34
New York 34
Pune 34
Dallas 30
São Paulo 30
Cambridge 28
Guangzhou 27
Seattle 26
Fisciano 23
Shanghai 23
Jinan 22
Nuremberg 21
San Diego 20
Bangkok 19
Napoli 19
Fuzhou 18
London 18
Lappeenranta 17
Santa Clara 17
Tokyo 17
Taichung 16
Liège 15
Des Moines 14
San Felice sul Panaro 14
Shenzhen 14
Belo Horizonte 13
Central 13
Cisterna 13
Council Bluffs 13
Palermo 13
Zhengzhou 13
Rio de Janeiro 12
Casoria 11
Lima 11
Palomonte 11
San Mango Piemonte 11
Xian 11
Menlo Park 10
Vienna 10
Wuhan 10
Ancona 9
Campinas 9
Coimbra 9
Grottammare 9
Hangzhou 9
New Delhi 9
Ningbo 9
Southampton 9
Tappahannock 9
Auckland 8
Brasília 8
Chengdu 8
Edinburgh 8
Falls Church 8
Istanbul 8
Karachi 8
Mercato San Severino 8
Phoenix 8
Rasht 8
Torino 8
Angri 7
Totale 16.807
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Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 245
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 223
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 194
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 154
Simplified finite element analysis of bolted Tstub connection components 150
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 132
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Assessment of EC8 Provisions for Seismic Design of Steel Structures 124
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 118
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 118
An innovative conception of bracing members: the reduced section solution 116
Analysis and Modelling of CFT Members: Moment Curvature Analysis 116
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 115
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 115
Structural Steel Semirigid Connections: Theory, Design, and Software 113
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 112
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 112
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 112
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 112
Critical issues in parametric calibration of cyclic models for steel members 112
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 110
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 108
A design approach of MRF-CBF dual systems for failure mode control 108
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 108
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 108
Experimental analysis of friction material for Free from Damage connections 108
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 105
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 105
Influence of design criteria on seismic reliability of X braced frames 103
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 103
Design of chevron braced frames: different approaches around the world. 102
Plastic design of MRF-CBF Systems 102
An advanced mechanical model for composite connections under hogging/sagging moments 102
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 100
Cyclic Model of Beam-to-Column Joints 100
Plastic Design and Seismic Response of Knee Braced Frames 99
Rotational behaviour of column base plate connections: Experimental analysis and modelling 99
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 99
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 99
Structural Steel Semirigid Connections 98
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 98
Plastic Design of Dissipative Truss Moment Frames 98
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 98
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 98
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 97
Failure Mode Control Of Dissipative Truss Moment Frames 97
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 96
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 95
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 95
Seismic reliability of V-braced frames: Influence of design methodologies 95
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 95
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 95
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 94
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 94
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 94
Telai sismo-resistenti innovativi privi di danneggiamento 93
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 92
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 92
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 92
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 92
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 92
Cyclic modelling of bolted beam-to-column connections: component approach 91
Le Possibilità di Impiego delle Leghe d'Alluminio nel Campo delle Strutture Reticolari Spaziali 91
Analisi del Comportamento Post-Critico di Profili Scatolari in Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 90
Seismic reliability of chevron braced frames with innovative conception of bracing members 90
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 90
Bolted T-stubs: A refined model for flange and bolt fracture modes 90
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 90
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 90
Local Buckling of Aluminium Members: Testing and Classification 89
Theoretical and Experimental Analysis of Column Web in Compression 89
Local Buckling of Aluminum Alloy Angles under Uniform Compression 89
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 89
Influence of design criteria on the seismic reliability of X-braced frames 88
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 88
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 88
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 88
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 88
“Seismic reliability of V-braced frames influence of different design approaches” 87
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 87
Innovative structural details in MR-frames for free from damage structures 87
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 87
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 86
Dynamic response of knee braced frames designed for failure mode control 86
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 86
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 86
Failure Mode Control of Seismic Resistant EB-Frames 85
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 85
Plastic design of eccentrically braced frames, II: Failure mode control 85
Influence of design Criteria on the seismic Reliability of X-Braced Frames 85
Analisi Statistica del Comportamento Inelastico di Telai in Acciaio con Resistenza Casuale 85
On the use of HSS in seismic-resistant structures 85
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 85
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 85
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 84
Seismic Response of EB-Frames: Non Linear Dynamic Comparative Analyses 84
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 84
Plastic design of seismic resistant V-braced frames. 84
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 84
Seismic design of chevron braces cupled with MRF fail safe systems 84
Totale 10.170
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Categoria #
all - tutte 89.680
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 89.680
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020428 0 0 0 0 0 0 0 0 0 0 356 72
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
2024/20253.421 197 111 142 225 172 577 707 427 602 239 22 0
Totale 24.382