UniSa - IRIS Institutional Research Information System

PILUSO, Vincenzo
 Distribuzione geografica
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Continente #
AS - Asia 28.958
NA - Nord America 25.384
EU - Europa 8.637
SA - Sud America 1.939
Continente sconosciuto - Info sul continente non disponibili 847
AF - Africa 260
OC - Oceania 45
AN - Antartide 1
Totale 66.071
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Nazione #
US - Stati Uniti d'America 24.605
HK - Hong Kong 19.919
IT - Italia 3.866
SG - Singapore 3.758
CN - Cina 2.249
BR - Brasile 1.484
UA - Ucraina 1.226
VN - Vietnam 1.203
RU - Federazione Russa 796
DE - Germania 642
CA - Canada 422
FR - Francia 417
FI - Finlandia 400
IE - Irlanda 396
TR - Turchia 327
KR - Corea 286
GB - Regno Unito 262
IN - India 255
BD - Bangladesh 191
SE - Svezia 180
AR - Argentina 162
MX - Messico 106
NL - Olanda 102
JP - Giappone 101
IQ - Iraq 92
ID - Indonesia 71
CO - Colombia 67
PK - Pakistan 60
ZA - Sudafrica 59
ES - Italia 58
EC - Ecuador 54
PH - Filippine 54
CR - Costa Rica 53
IR - Iran 50
PL - Polonia 48
VE - Venezuela 45
MA - Marocco 39
MY - Malesia 39
CL - Cile 37
SA - Arabia Saudita 36
HN - Honduras 32
KE - Kenya 32
PE - Perù 32
PT - Portogallo 32
BE - Belgio 31
JM - Giamaica 31
UZ - Uzbekistan 30
EG - Egitto 29
AT - Austria 27
CH - Svizzera 27
NZ - Nuova Zelanda 27
GT - Guatemala 26
IL - Israele 24
JO - Giordania 24
TH - Thailandia 24
DZ - Algeria 23
NI - Nicaragua 23
PY - Paraguay 23
TW - Taiwan 23
LB - Libano 22
TN - Tunisia 18
AU - Australia 17
TT - Trinidad e Tobago 17
BO - Bolivia 16
NP - Nepal 16
SV - El Salvador 16
UY - Uruguay 16
LT - Lituania 15
CW - ???statistics.table.value.countryCode.CW??? 13
HR - Croazia 12
KZ - Kazakistan 12
PR - Porto Rico 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
BB - Barbados 8
PA - Panama 8
RS - Serbia 8
SY - Repubblica araba siriana 8
AL - Albania 7
GR - Grecia 7
MD - Moldavia 7
NO - Norvegia 7
GE - Georgia 6
GP - Guadalupe 6
PS - Palestinian Territory 6
SK - Slovacchia (Repubblica Slovacca) 6
XK - ???statistics.table.value.countryCode.XK??? 6
KG - Kirghizistan 5
LY - Libia 5
SC - Seychelles 5
BY - Bielorussia 4
CY - Cipro 4
Totale 65.156
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Città #
Hong Kong 19.857
Ann Arbor 3.961
Ashburn 3.530
San Jose 2.125
Singapore 1.890
Chandler 1.579
Jacksonville 1.442
Milan 1.354
Princeton 1.161
Wilmington 1.118
Woodbridge 978
Council Bluffs 850
Dallas 731
Houston 634
Beijing 459
São Paulo 429
Dublin 390
Rome 351
Dong Ket 343
Lauterbourg 338
The Dalles 307
Ho Chi Minh City 302
Nanjing 297
Andover 286
Izmir 248
Munich 234
New York 233
Salerno 229
Santa Clara 224
Moscow 218
Boardman 207
Hanoi 205
Pellezzano 184
Toronto 163
Los Angeles 161
Helsinki 131
Naples 98
Changsha 96
Shenyang 96
Fairfield 92
Figino 86
Hebei 83
Nanchang 81
Tokyo 81
Chicago 80
Memphis 80
Jiaxing 78
Turin 74
Brooklyn 70
Orem 65
Frankfurt am Main 63
Phoenix 62
Redwood City 62
Montreal 60
Washington 59
Norwalk 57
Amsterdam 54
Tianjin 49
Chennai 48
Dearborn 48
Shanghai 48
Denver 44
Fisciano 44
Seattle 44
Haiphong 42
Columbus 40
Pune 40
Warsaw 40
London 39
Stockholm 39
Atlanta 38
Da Nang 38
Düsseldorf 38
Guangzhou 38
Dhaka 37
Nuremberg 37
San Francisco 37
Mestre 36
San José 36
Basingstoke 34
Rio de Janeiro 34
Johannesburg 32
Baghdad 31
Belo Horizonte 30
Boston 30
Cambridge 29
Mexico City 29
Nairobi 29
San Diego 29
Charlotte 28
Seoul 28
Tashkent 28
Manchester 27
New Delhi 27
Philadelphia 27
Kuala Lumpur 26
Bologna 25
Newark 25
Jinan 24
Miami 24
Totale 50.222
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.255
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.173
Risposta sismica dei controventi del tipo “knee” progettati a meccanismo globale 902
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 882
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 828
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 797
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 759
Seismic Assessment of the DREAMERS Building Prototype 751
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 745
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 739
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 642
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 638
Design Procedure for Eccentrically Braced Steel Frames 599
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 574
Simplified methods for the evaluation of seismic performances of steel frames 561
Seismic design approach for steel K-shaped eccentrically braced frames 559
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 552
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 543
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 509
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 502
Beam-Column under non uniform bending: numerical simulation and interaction formulae 492
Interactive local instability of aluminium angles 489
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 447
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 400
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 396
Seismic Response of MR- Frames with Semi-Rigid Connections 388
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 373
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 369
Rotation Capacity vs. Demand of Steel Beams Under Catastrophic Events 368
Influence of design Criteria on the seismic Reliability of X-Braced Frames 359
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 332
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 321
Seismic design of chevron braces cupled with MRF fail safe systems 317
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 307
Seismic Design of MRF-EBF Dual Systems: Design Procedure for Failure Mode Control 306
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 304
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 290
Experimental tests on SHS aluminium beams under non-uniform bending 265
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 259
On the use of HSS in seismic-resistant structures 249
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 248
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 241
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 240
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 235
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 230
Plastic design of seismic resistant X-braced frames 229
Telai sismo-resistenti innovativi privi di danneggiamento 227
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 224
Assessment of EC8 Provisions for Seismic Design of Steel Structures 223
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 221
Critical issues in parametric calibration of cyclic models for steel members 220
An innovative conception of bracing members: the reduced section solution 215
Simplified finite element analysis of bolted Tstub connection components 213
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 203
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 202
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 199
Experimental analysis of friction material for Free from Damage connections 198
A design approach of MRF-CBF dual systems for failure mode control 197
An advanced mechanical model for composite connections under hogging/sagging moments 197
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 197
Influence of design criteria on seismic reliability of X braced frames 196
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 192
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 191
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 190
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 189
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 189
Seismic reliability of V-braced frames: Influence of design methodologies 188
Plastic Design and Seismic Response of Knee Braced Frames 187
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 185
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 183
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 182
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 181
Analysis and Modelling of CFT Members: Moment Curvature Analysis 181
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 180
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 180
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 180
Affidabilità sismica dei telai composti acciaio-calcestruzzo in presenza di aleatorietà delle proprietà meccaniche dei materiali 179
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 179
Comportamento al Collasso di T-Stub Bullonati: Effetti Flessionali nei Bulloni ed Influenza del Preserraggio sul Meccanismo di Collasso Tipo 2 174
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 174
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 173
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 171
Atti del Workshop "Materiali ed Approcci Innovativi per il Progetto in Zona Sismica e la Mitigazione della Vulnerabilità delle Strutture" 170
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 169
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 167
Modellazione del Comportamento Ultimo di Pile da Ponte del tipo CFT 166
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 166
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 166
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 165
Plastic design of MRF-CBF Systems 164
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 164
Probabilistic approach for local hierarchy criteria of EB-frames 163
Experimental Analysis of the Cyclic Response of CFT-SHS members 163
Affidabilità dei Criteri di Progettazione di Telai Sismo-Resistenti in Acciaio 162
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 162
Dynamic response of knee braced frames designed for failure mode control 162
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 162
Analisi Statistica del Comportamento Inelastico di Telai in Acciaio con Resistenza Casuale 162
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 162
Probabilistic theory of plastic mechanism control 162
Totale 32.881
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Categoria #
all - tutte 181.964
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 181.964
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.094 0 0 0 35 45 49 16 114 314 278 321 922
2022/20233.671 371 250 87 434 511 728 20 382 556 26 205 101
2023/20241.862 157 265 127 103 105 283 94 79 71 77 87 414
2024/20254.354 196 111 142 225 172 576 707 426 601 239 481 478
2025/202634.221 4.727 9.398 7.388 924 2.000 868 2.797 594 783 1.972 641 2.129
2026/20276.631 561 522 1.580 3.968 0 0 0 0 0 0 0 0
Totale 66.071