UniSa - IRIS Institutional Research Information System

NASTRI, ELIDE
 Distribuzione geografica
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Continente #
AS - Asia 17.197
NA - Nord America 8.053
EU - Europa 3.621
SA - Sud America 961
Continente sconosciuto - Info sul continente non disponibili 446
AF - Africa 142
OC - Oceania 24
AN - Antartide 1
Totale 30.445
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Nazione #
HK - Hong Kong 13.191
US - Stati Uniti d'America 7.693
IT - Italia 1.981
SG - Singapore 1.705
CN - Cina 903
BR - Brasile 699
VN - Vietnam 433
RU - Federazione Russa 401
DE - Germania 189
FR - Francia 188
UA - Ucraina 175
CA - Canada 158
IE - Irlanda 148
TR - Turchia 141
KR - Corea 133
GB - Regno Unito 130
BD - Bangladesh 123
IN - India 121
AR - Argentina 89
SE - Svezia 85
NL - Olanda 71
MX - Messico 59
JP - Giappone 58
ID - Indonesia 55
FI - Finlandia 51
CO - Colombia 44
IQ - Iraq 42
PK - Pakistan 41
ES - Italia 35
PH - Filippine 35
ZA - Sudafrica 32
EC - Ecuador 29
VE - Venezuela 27
CR - Costa Rica 26
PL - Polonia 26
CH - Svizzera 23
IR - Iran 23
TH - Thailandia 23
AT - Austria 21
JM - Giamaica 21
MY - Malesia 21
PE - Perù 21
MA - Marocco 20
EG - Egitto 19
HN - Honduras 18
KE - Kenya 17
SA - Arabia Saudita 17
TW - Taiwan 17
PT - Portogallo 16
UZ - Uzbekistan 16
CL - Cile 14
PY - Paraguay 14
AU - Australia 13
TT - Trinidad e Tobago 13
AE - Emirati Arabi Uniti 12
GT - Guatemala 12
BO - Bolivia 11
JO - Giordania 11
LT - Lituania 11
NI - Nicaragua 11
NZ - Nuova Zelanda 11
RO - Romania 11
SN - Senegal 11
SV - El Salvador 11
UY - Uruguay 11
DZ - Algeria 10
IL - Israele 9
KZ - Kazakistan 9
PR - Porto Rico 9
TN - Tunisia 8
GR - Grecia 7
LB - Libano 7
RS - Serbia 7
AZ - Azerbaigian 6
BE - Belgio 6
ET - Etiopia 6
HR - Croazia 6
KH - Cambogia 6
NP - Nepal 6
BG - Bulgaria 5
CW - ???statistics.table.value.countryCode.CW??? 5
DO - Repubblica Dominicana 5
GE - Georgia 5
OM - Oman 5
PA - Panama 5
AL - Albania 4
NO - Norvegia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BB - Barbados 3
BH - Bahrain 3
EE - Estonia 3
GP - Guadalupe 3
LV - Lettonia 3
PS - Palestinian Territory 3
SC - Seychelles 3
SY - Repubblica araba siriana 3
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
DK - Danimarca 2
EU - Europa 2
Totale 29.963
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Città #
Hong Kong 13.153
San Jose 996
Ashburn 978
Singapore 861
Ann Arbor 642
Milan 591
Chandler 440
Council Bluffs 393
Princeton 371
Dallas 319
Wilmington 271
Woodbridge 259
Rome 225
Beijing 217
Jacksonville 204
The Dalles 187
Lauterbourg 155
Dublin 141
Ho Chi Minh City 135
Santa Clara 131
Moscow 129
Salerno 129
São Paulo 122
Houston 116
New York 107
Hanoi 105
Izmir 94
Naples 92
Los Angeles 85
Andover 69
Munich 56
Nanjing 52
Fisciano 43
Tokyo 42
Chicago 40
Boardman 39
Memphis 39
Toronto 38
Montreal 37
Pellezzano 37
Brooklyn 33
Changsha 32
Frankfurt am Main 32
Nuremberg 32
Amsterdam 30
Guangzhou 30
Turin 30
Columbus 28
Figino 28
Orem 25
Basingstoke 24
Haiphong 24
Phoenix 24
Xian 24
Denver 23
Warsaw 23
Washington 23
Dhaka 22
Chennai 21
Dearborn 21
Fairfield 21
Pune 21
Zurich 21
Mexico City 20
Belo Horizonte 19
Da Nang 19
Seoul 19
Shenyang 19
San Francisco 18
San José 18
Shanghai 18
Stockholm 18
Bangkok 17
Boston 17
Norwalk 17
Buffalo 16
London 16
Montoro 16
Philadelphia 16
Rio de Janeiro 16
San Diego 16
Nairobi 15
Nanchang 15
Porto Alegre 15
Queens 15
Tashkent 15
Atlanta 14
Jiaxing 14
Johannesburg 14
Lima 14
Manchester 14
Pittsburgh 14
Redwood City 14
Seattle 14
Taichung 14
Charlotte 13
Florence 13
Guayaquil 13
Hebei 13
Helsinki 13
Totale 23.313
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.251
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.173
An optimal seismic force pattern for uniform drift distribution 896
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 881
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 872
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 827
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 758
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 739
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 637
Design Procedure for Eccentrically Braced Steel Frames 598
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 582
Seismic design approach for steel K-shaped eccentrically braced frames 557
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 543
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 501
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 415
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 396
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 369
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 321
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 319
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 290
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 273
Experimental tests on SHS aluminium beams under non-uniform bending 264
On the use of HSS in seismic-resistant structures 248
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 247
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 224
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 220
Design and analysis of dual EBFs equipped with prequalified connections 216
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 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 197
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 197
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 192
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 187
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 184
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 182
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 176
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 173
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 171
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 166
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 165
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 161
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 161
Probabilistic theory of plastic mechanism control 161
Probabilistic approach for local hierarchy criteria of EB-frames 160
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 159
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 157
The Application of TMD to Existing Buildings: the Idea and Future Developments 157
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 155
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 152
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 151
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 148
Adaptive bending-active modules for a tensile solar shading system 147
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 146
Seismic Design of Frame Equipped with FREEDAM Connections 144
Plastic Design of Moment Resisting Frames with Low Ductility 143
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 143
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 141
Performance evaluation of a seismic retrofitted R.C. precast industrial building 140
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 139
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 139
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 137
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 135
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 134
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 133
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 133
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 133
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 133
Comparison Between Different Design Strategies for FREEDAM Frames 133
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 132
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 132
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 130
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 130
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 129
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 127
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 127
Design and seismic assessment of MRFs and D-CBFs equipped with frictional connections 125
A Glance at the Effectiveness of Large Mass Ratio Tmds in a Coupled Soil-Structure System 120
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 118
Experimental tests on the aluminium alloys under monotonic and cyclic loading 117
Theory of plastic mechanism control: State-of-the-art 114
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 113
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 113
Consideration of second-order effects on plastic design of steel moment resisting frames 112
A simplified performance based approach for the evaluation of seismic performances of steel frames 112
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 111
The influence of floor joists on the lateral stiffness of R.C. buildings 111
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 110
STUDY ON THE OVERSTRENGTH OF HEA EBFS LINKS BY FEM SIMULATIONS 108
Performance-based rules for the simplified assessment of steel CBFs 108
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 107
Preliminary study of a seismic-resilient steel pilot building equipped with low-damage connections 106
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 104
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 103
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 101
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 101
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 100
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers 100
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 100
Probabilistic theory of plastic mechanism control: Design and seismic assessment 99
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 98
Residual displacements for non-degrading bilinear oscillators under seismic actions 98
Totale 24.600
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Categoria #
all - tutte 82.332
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 82.332
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022683 0 0 0 9 29 7 1 44 76 72 144 301
2022/20231.150 128 92 29 130 132 219 17 100 157 19 87 40
2023/2024941 51 110 58 60 72 133 33 43 64 43 50 224
2024/20252.170 55 61 73 94 79 248 358 140 322 161 298 281
2025/202620.462 4.593 5.752 3.736 632 944 455 1.319 269 460 981 303 1.018
2026/20272.392 297 294 653 1.148 0 0 0 0 0 0 0 0
Totale 30.445