UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 28.955
NA - Nord America 20.715
EU - Europa 8.485
SA - Sud America 1.625
Continente sconosciuto - Info sul continente non disponibili 837
AF - Africa 256
OC - Oceania 36
AN - Antartide 1
Totale 60.910
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Nazione #
US - Stati Uniti d'America 20.334
HK - Hong Kong 19.919
SG - Singapore 3.762
IT - Italia 3.759
CN - Cina 2.252
UA - Ucraina 1.231
VN - Vietnam 1.203
BR - Brasile 1.173
RU - Federazione Russa 789
DE - Germania 643
FR - Francia 414
FI - Finlandia 401
IE - Irlanda 396
TR - Turchia 327
KR - Corea 285
IN - India 255
GB - Regno Unito 230
BD - Bangladesh 188
SE - Svezia 179
AR - Argentina 161
CA - Canada 159
MX - Messico 105
NL - Olanda 102
JP - Giappone 97
IQ - Iraq 93
ID - Indonesia 70
CO - Colombia 67
PK - Pakistan 60
ZA - Sudafrica 59
ES - Italia 56
PH - Filippine 53
EC - Ecuador 52
IR - Iran 51
PL - Polonia 46
VE - Venezuela 44
MA - Marocco 39
MY - Malesia 39
CL - Cile 37
SA - Arabia Saudita 36
KE - Kenya 32
PE - Perù 32
PT - Portogallo 32
BE - Belgio 31
CR - Costa Rica 31
UZ - Uzbekistan 30
EG - Egitto 29
AT - Austria 27
CH - Svizzera 27
JO - Giordania 24
TH - Thailandia 24
DZ - Algeria 23
PY - Paraguay 23
TW - Taiwan 23
JM - Giamaica 22
LB - Libano 22
IL - Israele 21
NZ - Nuova Zelanda 20
TN - Tunisia 18
BO - Bolivia 17
NP - Nepal 16
UY - Uruguay 16
AU - Australia 15
LT - Lituania 15
HN - Honduras 13
KZ - Kazakistan 13
HR - Croazia 12
RO - Romania 12
SN - Senegal 12
AE - Emirati Arabi Uniti 11
BG - Bulgaria 11
EU - Europa 11
AZ - Azerbaigian 10
CZ - Repubblica Ceca 10
BH - Bahrain 9
ET - Etiopia 9
OM - Oman 9
RS - Serbia 8
SY - Repubblica araba siriana 8
AL - Albania 7
GR - Grecia 7
MD - Moldavia 7
NI - Nicaragua 7
NO - Norvegia 7
PA - Panama 7
GE - Georgia 6
GT - Guatemala 6
PS - Palestinian Territory 6
SK - Slovacchia (Repubblica Slovacca) 6
SV - El Salvador 6
XK - ???statistics.table.value.countryCode.XK??? 6
KG - Kirghizistan 5
LY - Libia 5
TT - Trinidad e Tobago 5
BB - Barbados 4
BY - Bielorussia 4
CY - Cipro 4
DO - Repubblica Dominicana 4
KH - Cambogia 4
MM - Myanmar 4
QA - Qatar 4
Totale 60.015
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Città #
Hong Kong 19.857
Ann Arbor 3.994
Singapore 1.892
San Jose 1.668
Chandler 1.582
Jacksonville 1.444
Milan 1.343
Princeton 1.165
Ashburn 1.120
Wilmington 1.119
Woodbridge 1.004
Dallas 707
Council Bluffs 676
Houston 618
Beijing 460
Dublin 390
Dong Ket 343
Lauterbourg 339
Rome 336
The Dalles 310
Ho Chi Minh City 302
Nanjing 298
Andover 287
Izmir 248
Munich 236
Salerno 229
Moscow 219
Boardman 208
Hanoi 205
Santa Clara 196
Pellezzano 184
Los Angeles 149
New York 148
Helsinki 131
São Paulo 123
Changsha 96
Shenyang 96
Naples 94
Fairfield 90
Figino 85
Hebei 83
Nanchang 82
Jiaxing 79
Memphis 77
Tokyo 77
Turin 69
Frankfurt am Main 63
Orem 63
Redwood City 62
Norwalk 57
Phoenix 54
Amsterdam 53
Brooklyn 53
Chicago 52
Washington 52
Tianjin 49
Chennai 48
Dearborn 47
Shanghai 47
Montreal 45
Fisciano 44
Haiphong 42
Pune 40
Seattle 40
Da Nang 38
Düsseldorf 38
Guangzhou 38
London 38
Stockholm 38
Warsaw 38
Columbus 37
Dhaka 37
Nuremberg 37
Mestre 36
Basingstoke 34
Rio de Janeiro 34
Baghdad 32
Johannesburg 32
San Francisco 31
Belo Horizonte 30
Cambridge 29
Mexico City 29
Nairobi 29
Boston 28
Seoul 28
Tashkent 28
Denver 27
Manchester 27
New Delhi 27
Kuala Lumpur 26
Bologna 25
San Diego 25
Jinan 24
Porto Alegre 24
Zurich 24
Atlanta 23
Medellín 22
Lappeenranta 21
Palermo 21
Quito 21
Totale 46.445
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.242
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.170
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 896
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 872
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 823
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 793
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 752
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 742
Seismic Assessment of the DREAMERS Building Prototype 741
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 736
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 635
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 631
Design Procedure for Eccentrically Braced Steel Frames 593
Simplified methods for the evaluation of seismic performances of steel frames 556
Seismic design approach for steel K-shaped eccentrically braced frames 551
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 546
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 546
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 538
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 504
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 497
Beam-Column under non uniform bending: numerical simulation and interaction formulae 488
Interactive local instability of aluminium angles 483
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 431
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 392
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 391
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 365
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 359
Seismic Response of MR- Frames with Semi-Rigid Connections 358
Influence of design Criteria on the seismic Reliability of X-Braced Frames 353
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 352
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 315
Seismic design of chevron braces cupled with MRF fail safe systems 313
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 304
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 296
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 292
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 283
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 271
Experimental tests on SHS aluminium beams under non-uniform bending 256
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 244
On the use of HSS in seismic-resistant structures 243
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 237
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 233
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 228
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 225
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 225
Plastic design of seismic resistant X-braced frames 224
Assessment of EC8 Provisions for Seismic Design of Steel Structures 221
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 218
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 216
Critical issues in parametric calibration of cyclic models for steel members 216
Simplified finite element analysis of bolted Tstub connection components 199
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 197
Telai sismo-resistenti innovativi privi di danneggiamento 197
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 197
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 193
An advanced mechanical model for composite connections under hogging/sagging moments 192
Influence of design criteria on seismic reliability of X braced frames 190
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 186
An innovative conception of bracing members: the reduced section solution 184
Seismic reliability of V-braced frames: Influence of design methodologies 183
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 182
Plastic Design and Seismic Response of Knee Braced Frames 181
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 177
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 176
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 175
Analysis and Modelling of CFT Members: Moment Curvature Analysis 173
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 172
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 170
A design approach of MRF-CBF dual systems for failure mode control 165
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 162
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 161
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 161
Experimental analysis of friction material for Free from Damage connections 161
Experimental Analysis of the Cyclic Response of CFT-SHS members 159
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 159
Plastic design of MRF-CBF Systems 158
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 157
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 157
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 156
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 156
Probabilistic approach for local hierarchy criteria of EB-frames 155
Structural Steel Semirigid Connections: Theory, Design, and Software 155
Probabilistic theory of plastic mechanism control 155
Design of chevron braced frames: different approaches around the world. 154
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 152
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 151
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 151
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 151
Plastic design of eccentrically braced frames, I: Moment–shear interaction 150
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 150
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 149
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 148
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 147
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 146
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 145
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 143
Prediction of Ultimate Behaviour of Bolted T-Stubs: Influence of Bolt Preloading 143
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 143
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 143
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 142
Totale 31.605
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Categoria #
all - tutte 171.920
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 171.920
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.116 0 0 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
2025/202634.245 4.730 9.399 7.389 924 2.003 872 2.800 596 786 1.974 643 2.129
2026/20271.344 562 522 260 0 0 0 0 0 0 0 0 0
Totale 60.910