PILUSO, Vincenzo
 Distribuzione geografica
Continente #
NA - Nord America 13.940
EU - Europa 3.742
AS - Asia 2.006
SA - Sud America 17
Continente sconosciuto - Info sul continente non disponibili 14
AF - Africa 13
OC - Oceania 12
Totale 19.744
Nazione #
US - Stati Uniti d'America 13.922
IT - Italia 1.243
UA - Ucraina 1.203
CN - Cina 1.172
IE - Irlanda 391
VN - Vietnam 345
DE - Germania 297
TR - Turchia 253
FI - Finlandia 243
SE - Svezia 138
GB - Regno Unito 57
IN - India 42
CZ - Repubblica Ceca 29
HK - Hong Kong 29
FR - Francia 26
JP - Giappone 23
RU - Federazione Russa 22
IR - Iran 21
TH - Thailandia 20
TW - Taiwan 20
BE - Belgio 15
NL - Olanda 15
PH - Filippine 15
CA - Canada 14
ES - Italia 12
EU - Europa 11
ID - Indonesia 11
SG - Singapore 11
PL - Polonia 10
PT - Portogallo 9
IL - Israele 8
AU - Australia 7
KR - Corea 7
LB - Libano 7
PE - Perù 7
RO - Romania 7
CH - Svizzera 6
AT - Austria 5
DZ - Algeria 5
NZ - Nuova Zelanda 5
PK - Pakistan 5
BG - Bulgaria 4
EC - Ecuador 4
EG - Egitto 4
MX - Messico 4
BR - Brasile 3
GE - Georgia 3
XK - ???statistics.table.value.countryCode.XK??? 3
BD - Bangladesh 2
CO - Colombia 2
CY - Cipro 2
HU - Ungheria 2
JO - Giordania 2
MY - Malesia 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
ET - Etiopia 1
GH - Ghana 1
GR - Grecia 1
KH - Cambogia 1
LK - Sri Lanka 1
LT - Lituania 1
LU - Lussemburgo 1
ME - Montenegro 1
MT - Malta 1
NG - Nigeria 1
NO - Norvegia 1
NP - Nepal 1
RS - Serbia 1
SA - Arabia Saudita 1
SN - Senegal 1
SY - Repubblica araba siriana 1
VE - Venezuela 1
Totale 19.744
Città #
Ann Arbor 3.993
Chandler 1.584
Jacksonville 1.439
Princeton 1.165
Wilmington 1.119
Woodbridge 1.004
Houston 594
Ashburn 406
Dublin 386
Dong Ket 343
Nanjing 298
Andover 286
Izmir 242
Salerno 225
Beijing 214
Boardman 196
Pellezzano 184
Shenyang 94
Fairfield 90
Changsha 83
Hebei 83
Nanchang 82
Jiaxing 75
Redwood City 62
Norwalk 55
Milan 52
Tianjin 49
Dearborn 47
Washington 41
Mestre 36
Pune 35
Düsseldorf 34
New York 33
Cambridge 28
Seattle 26
Brno 22
Jinan 22
London 20
San Diego 20
Bangkok 19
Napoli 19
Naples 18
Fuzhou 17
Tokyo 17
Rome 16
Lappeenranta 15
Des Moines 14
Taichung 14
Cisterna 13
Central 12
Palermo 12
Zhengzhou 12
Fisciano 11
Guangzhou 11
San Mango Piemonte 11
Shenzhen 11
Xian 11
Menlo Park 10
Shanghai 10
Ancona 9
Casoria 9
Grottammare 9
Ningbo 9
Tappahannock 9
Edinburgh 8
Falls Church 8
Hong Kong 8
Mercato San Severino 8
Torino 8
Angri 7
Beirut 7
Bisaccia 7
Brussels 7
Florence 7
Fontanarosa 7
Hefei 7
Lima 7
Mountain View 7
Southampton 7
Taizhou 7
Trieste 7
Yuncheng 7
Chengdu 6
Dubino 6
Liège 6
Munich 6
Quezon City 6
Sant'antimo 6
Warsaw 6
Zurich 6
Bracigliano 5
Hangzhou 5
Indiana 5
Istanbul 5
Karachi 5
Tabriz 5
Afragola 4
Amsterdam 4
Ankara 4
Auckland 4
Totale 15.310
Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 189
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 135
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 122
Assessment of EC8 Provisions for Seismic Design of Steel Structures 118
Simplified finite element analysis of bolted Tstub connection components 110
Analysis and Modelling of CFT Members: Moment Curvature Analysis 109
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 108
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 108
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 107
An innovative conception of bracing members: the reduced section solution 106
Structural Steel Semirigid Connections: Theory, Design, and Software 104
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 102
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 101
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 101
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 99
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 98
Critical issues in parametric calibration of cyclic models for steel members 98
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 96
Design of chevron braced frames: different approaches around the world. 96
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 96
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 96
Cyclic Model of Beam-to-Column Joints 95
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 95
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 95
Experimental analysis of friction material for Free from Damage connections 95
Plastic Design and Seismic Response of Knee Braced Frames 94
Plastic design of MRF-CBF Systems 94
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 93
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 93
Structural Steel Semirigid Connections 92
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 92
L’influenza delle sorgenti di aleatorietà sulla risposta sismica di telai in acciaio sismo-resistenti 92
A design approach of MRF-CBF dual systems for failure mode control 92
Seismic reliability of V-braced frames: Influence of design methodologies 92
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 92
Influence of design criteria on seismic reliability of X braced frames 91
Rotational behaviour of column base plate connections: Experimental analysis and modelling 91
Failure Mode Control Of Dissipative Truss Moment Frames 90
An advanced mechanical model for composite connections under hogging/sagging moments 90
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 90
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 89
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 88
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 88
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 88
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 88
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 87
Local Buckling of Aluminium Members: Testing and Classification 87
Plastic Design of Dissipative Truss Moment Frames 87
Telai sismo-resistenti innovativi privi di danneggiamento 87
Cold formed SHS and RHS members subjected to local buckling under uniform compression: FEM model development and parametric analysis 86
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 86
Seismic reliability of chevron braced frames with innovative conception of bracing members 85
Analisi del Comportamento Post-Critico di Profili Scatolari in Alluminio soggetti ad Instabilità Locale sotto Compressione Semplice 84
Local Buckling of Aluminum Alloy Angles under Uniform Compression 84
Cyclic modelling of bolted beam-to-column connections: component approach 84
Le Possibilità di Impiego delle Leghe d'Alluminio nel Campo delle Strutture Reticolari Spaziali 84
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 84
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 84
Influence of design criteria on the seismic reliability of X-braced frames 83
Theoretical and Experimental Analysis of Column Web in Compression 83
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 82
Seismic Response of EB-Frames: Non Linear Dynamic Comparative Analyses 81
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 81
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 81
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 80
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 80
Ultimate behaviour of FRP wrapped sections under axial force and bending: Influence of stress-strain confinement model 80
Innovative structural details in MR-frames for free from damage structures 80
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 80
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 80
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 79
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 79
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 79
On the use of HSS in seismic-resistant structures 79
La nuova normativa sismica per le costruzioni in acciaio 78
Dynamic response of knee braced frames designed for failure mode control 78
Plastic design of seismic resistant V-braced frames. 78
Plastic design of eccentrically braced frames, II: Failure mode control 78
Analisi Statistica del Comportamento Inelastico di Telai in Acciaio con Resistenza Casuale 78
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 78
Cyclic Behaviour of Bolted T-stubs: Experimental Analysis and Modelling 78
Failure Mode Control of Seismic Resistant EB-Frames 77
“Seismic reliability of V-braced frames influence of different design approaches” 77
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 77
Experimental analysis and modelling of bolted T-stubs under cyclic loads 77
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 77
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 77
Influence of bolt preloading and flexural effects on the ultimate behaviour of bolted t-stubs 77
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 77
Flexural resistance of beam-to-column composite joints: influence of random material variability 76
Seismic Reliability of V-braced frames with RSS bracings 76
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 76
Influence of design Criteria on the seismic Reliability of X-Braced Frames 76
Theory of Plastic Mechanism Control of Seismic-Resistant MR-Frames with Set-Backs 76
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 76
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 76
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 76
Modelling of Bolted Connection Responce under Variable Amplitude Cyclic Actions 75
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 75
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 75
Totale 8.889
Categoria #
all - tutte 52.440
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 52.440


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019531 0 0 0 0 0 0 0 0 125 70 319 17
2019/20202.577 758 24 271 27 217 59 250 52 256 235 356 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
2022/20233.693 373 250 87 434 514 734 20 382 562 28 206 103
2023/20241.324 160 267 125 109 142 280 94 79 68 0 0 0
Totale 20.432