UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 26.685
NA - Nord America 16.997
EU - Europa 5.709
SA - Sud America 1.259
AF - Africa 133
OC - Oceania 33
Continente sconosciuto - Info sul continente non disponibili 17
AN - Antartide 1
Totale 50.834
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Nazione #
HK - Hong Kong 19.712
US - Stati Uniti d'America 16.809
SG - Singapore 3.082
CN - Cina 2.041
IT - Italia 1.642
UA - Ucraina 1.221
BR - Brasile 997
RU - Federazione Russa 783
VN - Vietnam 703
DE - Germania 575
IE - Irlanda 389
FI - Finlandia 363
TR - Turchia 290
KR - Corea 227
SE - Svezia 175
GB - Regno Unito 161
IN - India 124
AR - Argentina 96
CA - Canada 85
NL - Olanda 80
MX - Messico 71
BD - Bangladesh 70
JP - Giappone 65
IR - Iran 47
ES - Italia 44
ID - Indonesia 44
PL - Polonia 42
FR - Francia 37
IQ - Iraq 37
ZA - Sudafrica 37
CO - Colombia 32
EC - Ecuador 32
BE - Belgio 27
AT - Austria 26
PK - Pakistan 26
PT - Portogallo 26
CH - Svizzera 25
VE - Venezuela 24
TW - Taiwan 23
PE - Perù 22
PH - Filippine 22
TH - Thailandia 22
NZ - Nuova Zelanda 20
CL - Cile 18
IL - Israele 18
MA - Marocco 18
PY - Paraguay 18
EG - Egitto 17
LB - Libano 15
LT - Lituania 15
UZ - Uzbekistan 15
KE - Kenya 14
MY - Malesia 14
AU - Australia 13
UY - Uruguay 13
RO - Romania 12
SA - Arabia Saudita 12
BG - Bulgaria 11
EU - Europa 11
JO - Giordania 11
CZ - Repubblica Ceca 10
DZ - Algeria 10
KZ - Kazakistan 9
TN - Tunisia 9
HR - Croazia 8
NP - Nepal 8
CR - Costa Rica 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
SN - Senegal 6
XK - ???statistics.table.value.countryCode.XK??? 6
BO - Bolivia 5
MD - Moldavia 5
NO - Norvegia 5
SY - Repubblica araba siriana 5
AL - Albania 4
AZ - Azerbaigian 4
BH - Bahrain 4
CY - Cipro 4
GE - Georgia 4
JM - Giamaica 4
KG - Kirghizistan 4
PA - Panama 4
DO - Repubblica Dominicana 3
ET - Etiopia 3
HN - Honduras 3
NI - Nicaragua 3
OM - Oman 3
SK - Slovacchia (Repubblica Slovacca) 3
AM - Armenia 2
BB - Barbados 2
BW - Botswana 2
BY - Bielorussia 2
CG - Congo 2
GH - Ghana 2
GR - Grecia 2
GT - Guatemala 2
HU - Ungheria 2
KH - Cambogia 2
KW - Kuwait 2
Totale 50.799
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Città #
Hong Kong 19.662
Ann Arbor 3.993
Chandler 1.582
Singapore 1.560
Jacksonville 1.440
Princeton 1.164
Wilmington 1.119
Woodbridge 1.004
Ashburn 850
Dallas 676
San Jose 625
Houston 600
Dublin 384
Dong Ket 343
Beijing 342
Nanjing 298
Andover 286
Izmir 246
Munich 236
Salerno 225
Moscow 218
Boardman 208
Pellezzano 184
Ho Chi Minh City 128
Los Angeles 121
New York 109
São Paulo 107
Changsha 96
Shenyang 96
Helsinki 95
Milan 95
The Dalles 95
Fairfield 90
Hanoi 84
Hebei 83
Nanchang 82
Jiaxing 79
Naples 71
Redwood City 62
Rome 60
Santa Clara 56
Norwalk 55
Tianjin 49
Dearborn 47
Tokyo 46
Amsterdam 42
Brooklyn 42
Washington 42
Council Bluffs 40
Fisciano 37
Guangzhou 37
Pune 37
Warsaw 37
Mestre 36
Stockholm 36
Montreal 35
Shanghai 35
Düsseldorf 34
London 33
Seattle 33
Nuremberg 31
Rio de Janeiro 29
Cambridge 28
Dhaka 27
San Francisco 27
Columbus 26
Johannesburg 26
Boston 25
Chennai 25
Phoenix 25
Belo Horizonte 24
Jinan 24
Denver 23
Seoul 23
Chicago 22
Zurich 22
Porto Alegre 21
Lappeenranta 20
San Diego 20
Bangkok 19
Fuzhou 19
Napoli 19
Da Nang 18
Manchester 17
New Delhi 17
Orem 17
Shenzhen 17
Frankfurt am Main 16
Haiphong 16
Taichung 16
Zhengzhou 16
Liège 15
Mexico City 15
Poplar 15
Salvador 15
Tashkent 15
Ankara 14
Des Moines 14
Lima 14
San Felice sul Panaro 14
Totale 40.413
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.221
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.138
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 879
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 837
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 801
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 775
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 720
Seismic Assessment of the DREAMERS Building Prototype 718
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 709
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 706
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 610
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 602
Design Procedure for Eccentrically Braced Steel Frames 568
Simplified methods for the evaluation of seismic performances of steel frames 542
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 520
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 515
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 515
Seismic design approach for steel K-shaped eccentrically braced frames 512
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 494
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 464
Beam-Column under non uniform bending: numerical simulation and interaction formulae 463
Interactive local instability of aluminium angles 462
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 403
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 367
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 364
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 344
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 338
Influence of design Criteria on the seismic Reliability of X-Braced Frames 331
Seismic Response of MR- Frames with Semi-Rigid Connections 331
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 317
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 292
Seismic design of chevron braces cupled with MRF fail safe systems 291
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 290
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 270
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 259
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 241
On the use of HSS in seismic-resistant structures 223
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 223
Experimental tests on SHS aluminium beams under non-uniform bending 222
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 211
Plastic design of seismic resistant X-braced frames 208
Assessment of EC8 Provisions for Seismic Design of Steel Structures 205
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 203
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 202
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 201
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 198
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 194
Critical issues in parametric calibration of cyclic models for steel members 194
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 184
Telai sismo-resistenti innovativi privi di danneggiamento 180
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 179
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 170
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 168
An innovative conception of bracing members: the reduced section solution 167
Influence of design criteria on seismic reliability of X braced frames 166
Simplified finite element analysis of bolted Tstub connection components 165
Seismic reliability of V-braced frames: Influence of design methodologies 159
Plastic Design and Seismic Response of Knee Braced Frames 158
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 151
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 151
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 147
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 144
A design approach of MRF-CBF dual systems for failure mode control 143
Experimental Analysis of the Cyclic Response of CFT-SHS members 143
An advanced mechanical model for composite connections under hogging/sagging moments 142
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 142
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 140
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 139
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 139
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 139
Probabilistic theory of plastic mechanism control 138
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 135
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 135
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 135
Plastic design of MRF-CBF Systems 134
Probabilistic approach for local hierarchy criteria of EB-frames 132
Design of chevron braced frames: different approaches around the world. 132
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 132
Plastic design of eccentrically braced frames, I: Moment–shear interaction 130
Experimental analysis of friction material for Free from Damage connections 130
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 129
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 129
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 129
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 129
Structural Steel Semirigid Connections: Theory, Design, and Software 128
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 128
Analysis and Modelling of CFT Members: Moment Curvature Analysis 127
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 125
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 125
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 123
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 123
Bolted T-stubs: A refined model for flange and bolt fracture modes 123
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 123
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 122
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 121
L’Interazione Taglio-Momento nei Controventi del tipo knee 118
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 118
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 118
Ultimate Behaviour of Steel Beams under Non-Uniform Bending 118
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 117
Totale 28.915
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Categoria #
all - tutte 146.022
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 146.022
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.618 0 0 0 0 0 0 298 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
2025/202626.281 4.730 9.399 7.389 924 2.003 872 964 0 0 0 0 0
Totale 51.602