UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 25.525
NA - Nord America 16.138
EU - Europa 5.628
SA - Sud America 1.121
AF - Africa 98
OC - Oceania 32
Continente sconosciuto - Info sul continente non disponibili 15
AN - Antartide 1
Totale 48.558
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Nazione #
HK - Hong Kong 19.700
US - Stati Uniti d'America 15.982
SG - Singapore 2.310
CN - Cina 1.862
IT - Italia 1.621
UA - Ucraina 1.221
BR - Brasile 913
RU - Federazione Russa 774
VN - Vietnam 621
DE - Germania 573
IE - Irlanda 389
FI - Finlandia 362
TR - Turchia 290
KR - Corea 227
SE - Svezia 171
GB - Regno Unito 147
IN - India 110
NL - Olanda 80
CA - Canada 78
AR - Argentina 72
JP - Giappone 60
MX - Messico 55
BD - Bangladesh 50
IR - Iran 45
PL - Polonia 41
ES - Italia 40
FR - Francia 37
ID - Indonesia 37
CO - Colombia 30
ZA - Sudafrica 30
EC - Ecuador 28
BE - Belgio 27
AT - Austria 26
PT - Portogallo 26
IQ - Iraq 23
TW - Taiwan 23
TH - Thailandia 22
PE - Perù 21
PH - Filippine 21
NZ - Nuova Zelanda 20
IL - Israele 16
PK - Pakistan 16
VE - Venezuela 16
PY - Paraguay 15
EG - Egitto 14
LT - Lituania 13
AU - Australia 12
RO - Romania 12
UY - Uruguay 12
EU - Europa 11
LB - Libano 11
MA - Marocco 11
SA - Arabia Saudita 11
UZ - Uzbekistan 11
CZ - Repubblica Ceca 10
CH - Svizzera 9
DZ - Algeria 9
KE - Kenya 9
BG - Bulgaria 8
CL - Cile 8
HR - Croazia 8
KZ - Kazakistan 7
MY - Malesia 7
TN - Tunisia 7
NP - Nepal 6
JO - Giordania 5
MD - Moldavia 5
NO - Norvegia 5
RS - Serbia 5
AL - Albania 4
BO - Bolivia 4
CY - Cipro 4
GE - Georgia 4
XK - ???statistics.table.value.countryCode.XK??? 4
AE - Emirati Arabi Uniti 3
AZ - Azerbaigian 3
BH - Bahrain 3
CR - Costa Rica 3
DO - Repubblica Dominicana 3
HN - Honduras 3
JM - Giamaica 3
SN - Senegal 3
SY - Repubblica araba siriana 3
BB - Barbados 2
ET - Etiopia 2
GH - Ghana 2
GR - Grecia 2
GT - Guatemala 2
HU - Ungheria 2
KH - Cambogia 2
LV - Lettonia 2
MM - Myanmar 2
MU - Mauritius 2
NI - Nicaragua 2
OM - Oman 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AQ - Antartide 1
Totale 48.532
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Città #
Hong Kong 19.650
Ann Arbor 3.993
Chandler 1.582
Jacksonville 1.440
Princeton 1.164
Wilmington 1.119
Woodbridge 1.004
Singapore 963
Ashburn 735
Dallas 675
Houston 600
Dublin 384
Dong Ket 343
Beijing 338
Nanjing 298
Andover 286
Izmir 246
Munich 236
Salerno 225
Moscow 217
Boardman 208
Pellezzano 184
Los Angeles 116
Ho Chi Minh City 104
New York 103
São Paulo 99
Changsha 96
Helsinki 95
Shenyang 94
Milan 92
Fairfield 90
Hebei 83
Nanchang 82
Jiaxing 78
Naples 70
Redwood City 62
Hanoi 60
Rome 57
Norwalk 55
Santa Clara 55
Tianjin 49
Dearborn 47
The Dalles 45
Amsterdam 42
Washington 42
Brooklyn 41
Tokyo 41
Council Bluffs 40
Fisciano 36
Mestre 36
Pune 36
Warsaw 36
Düsseldorf 34
Seattle 32
Stockholm 32
London 31
Nuremberg 31
Montreal 29
Cambridge 28
Guangzhou 28
San Francisco 27
Columbus 26
Rio de Janeiro 26
Phoenix 25
Shanghai 25
Belo Horizonte 23
Jinan 23
Seoul 23
Boston 22
Chennai 21
Denver 21
Dhaka 21
Chicago 20
Johannesburg 20
San Diego 20
Bangkok 19
Fuzhou 19
Lappeenranta 19
Napoli 19
Porto Alegre 19
New Delhi 16
Taichung 16
Frankfurt am Main 15
Liège 15
Manchester 15
Ankara 14
Des Moines 14
Mexico City 14
Orem 14
Poplar 14
Salvador 14
San Felice sul Panaro 14
Shenzhen 14
Southampton 14
Atlanta 13
Brasília 13
Campinas 13
Central 13
Cisterna 13
Lima 13
Totale 38.836
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.216
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.131
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 874
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 831
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 798
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 768
Seismic Assessment of the DREAMERS Building Prototype 713
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 711
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 700
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 697
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 604
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 600
Design Procedure for Eccentrically Braced Steel Frames 560
Simplified methods for the evaluation of seismic performances of steel frames 537
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 513
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 512
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 510
Seismic design approach for steel K-shaped eccentrically braced frames 503
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 488
Interactive local instability of aluminium angles 458
Beam-Column under non uniform bending: numerical simulation and interaction formulae 458
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 455
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 397
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 362
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 356
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 339
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 331
Influence of design Criteria on the seismic Reliability of X-Braced Frames 327
Seismic Response of MR- Frames with Semi-Rigid Connections 326
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 293
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 288
Seismic design of chevron braces cupled with MRF fail safe systems 285
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 283
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 261
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 249
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 237
Experimental tests on SHS aluminium beams under non-uniform bending 218
On the use of HSS in seismic-resistant structures 218
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 217
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 204
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 200
Assessment of EC8 Provisions for Seismic Design of Steel Structures 200
Plastic design of seismic resistant X-braced frames 199
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 197
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 195
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 192
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 190
Critical issues in parametric calibration of cyclic models for steel members 185
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 180
Telai sismo-resistenti innovativi privi di danneggiamento 173
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 172
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 165
An innovative conception of bracing members: the reduced section solution 163
Simplified finite element analysis of bolted Tstub connection components 161
Influence of design criteria on seismic reliability of X braced frames 160
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 160
Seismic reliability of V-braced frames: Influence of design methodologies 156
Plastic Design and Seismic Response of Knee Braced Frames 155
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 149
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 145
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 139
A design approach of MRF-CBF dual systems for failure mode control 137
Experimental Analysis of the Cyclic Response of CFT-SHS members 137
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 136
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 135
Probabilistic theory of plastic mechanism control 135
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 134
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 133
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 133
An advanced mechanical model for composite connections under hogging/sagging moments 132
Plastic design of MRF-CBF Systems 131
Probabilistic approach for local hierarchy criteria of EB-frames 130
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 130
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 129
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 128
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 128
Design of chevron braced frames: different approaches around the world. 127
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 127
Plastic design of eccentrically braced frames, I: Moment–shear interaction 126
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 125
Analysis and Modelling of CFT Members: Moment Curvature Analysis 125
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 123
Experimental analysis of friction material for Free from Damage connections 122
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 121
Structural Steel Semirigid Connections: Theory, Design, and Software 121
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 120
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 120
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 120
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 119
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 117
L’Interazione Taglio-Momento nei Controventi del tipo knee 115
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 115
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 115
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 115
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 113
Bolted T-stubs: A refined model for flange and bolt fracture modes 113
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 112
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 112
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 110
Cyclic Model of Beam-to-Column Joints 110
Totale 28.295
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Categoria #
all - tutte 140.851
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 140.851
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.986 0 0 0 0 292 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
2025/202624.005 4.730 9.399 7.389 924 1.563 0 0 0 0 0 0 0
Totale 49.326