UniSa - IRIS Institutional Research Information System

NASTRI, ELIDE
 Distribuzione geografica
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Continente #
AS - Asia 16.982
NA - Nord America 5.746
EU - Europa 2.622
SA - Sud America 880
AF - Africa 139
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 7
AN - Antartide 1
Totale 26.400
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Nazione #
HK - Hong Kong 13.157
US - Stati Uniti d'America 5.608
SG - Singapore 1.653
IT - Italia 1.035
CN - Cina 838
BR - Brasile 626
VN - Vietnam 433
RU - Federazione Russa 396
FR - Francia 182
DE - Germania 179
UA - Ucraina 174
IE - Irlanda 147
TR - Turchia 138
KR - Corea 132
GB - Regno Unito 117
IN - India 115
AR - Argentina 87
SE - Svezia 84
BD - Bangladesh 81
NL - Olanda 68
CA - Canada 58
JP - Giappone 55
ID - Indonesia 53
FI - Finlandia 51
MX - Messico 48
CO - Colombia 42
IQ - Iraq 42
PK - Pakistan 41
PH - Filippine 34
ES - Italia 33
ZA - Sudafrica 32
EC - Ecuador 28
PL - Polonia 26
VE - Venezuela 25
CH - Svizzera 23
TH - Thailandia 23
AT - Austria 21
IR - Iran 21
PE - Perù 21
MA - Marocco 20
MY - Malesia 20
EG - Egitto 19
KE - Kenya 17
SA - Arabia Saudita 17
TW - Taiwan 17
UZ - Uzbekistan 16
PT - Portogallo 14
PY - Paraguay 14
CL - Cile 13
AU - Australia 12
AE - Emirati Arabi Uniti 11
BO - Bolivia 11
JO - Giordania 11
NZ - Nuova Zelanda 11
SN - Senegal 11
UY - Uruguay 11
DZ - Algeria 10
LT - Lituania 10
CR - Costa Rica 9
KZ - Kazakistan 9
RO - Romania 9
IL - Israele 8
TN - Tunisia 8
LB - Libano 7
AZ - Azerbaigian 6
ET - Etiopia 6
GR - Grecia 6
HR - Croazia 6
NP - Nepal 6
RS - Serbia 6
BG - Bulgaria 5
DO - Repubblica Dominicana 5
GE - Georgia 5
KH - Cambogia 5
OM - Oman 5
PA - Panama 5
AL - Albania 4
BE - Belgio 4
JM - Giamaica 4
NO - Norvegia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BH - Bahrain 3
LV - Lettonia 3
PS - Palestinian Territory 3
SY - Repubblica araba siriana 3
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
EE - Estonia 2
EU - Europa 2
GA - Gabon 2
HN - Honduras 2
KG - Kirghizistan 2
LY - Libia 2
MD - Moldavia 2
ME - Montenegro 2
MM - Myanmar 2
MN - Mongolia 2
PR - Porto Rico 2
TL - Timor Orientale 2
AF - Afghanistan, Repubblica islamica di 1
Totale 26.369
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Città #
Hong Kong 13.120
Singapore 834
San Jose 716
Ann Arbor 641
Chandler 440
Ashburn 439
Princeton 370
Dallas 301
Wilmington 269
Woodbridge 259
Council Bluffs 205
Jacksonville 203
The Dalles 183
Beijing 164
Lauterbourg 155
Dublin 140
Ho Chi Minh City 135
Moscow 129
Salerno 126
Hanoi 105
Houston 103
Izmir 94
Rome 85
Naples 81
Los Angeles 70
Andover 69
São Paulo 59
Munich 56
Santa Clara 55
Nanjing 52
New York 52
Fisciano 43
Milan 40
Boardman 39
Tokyo 39
Pellezzano 37
Changsha 32
Nuremberg 32
Frankfurt am Main 31
Guangzhou 30
Amsterdam 29
Montreal 26
Orem 25
Basingstoke 24
Haiphong 24
Xian 24
Brooklyn 22
Columbus 22
Warsaw 22
Chennai 21
Pune 21
Zurich 21
Dhaka 20
Chicago 19
Da Nang 19
Dearborn 19
Fairfield 19
Seoul 19
Shenyang 19
Belo Horizonte 18
Shanghai 18
Bangkok 17
Stockholm 17
London 16
Norwalk 16
Rio de Janeiro 16
San Francisco 16
Boston 15
Nairobi 15
Nanchang 15
Porto Alegre 15
Tashkent 15
Denver 14
Jiaxing 14
Johannesburg 14
Lima 14
Manchester 14
Redwood City 14
Taichung 14
Guayaquil 13
Hebei 13
Helsinki 13
Seattle 13
Dong Ket 12
Mestre 12
Mexico City 12
Salvador 12
Washington 12
Baghdad 11
Central 11
Dakar 11
Istanbul 11
Kuala Lumpur 11
Phoenix 11
San Diego 11
Shenzhen 11
Turku 11
Amman 10
Curitiba 10
Fuzhou 10
Totale 20.996
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.232
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.155
An optimal seismic force pattern for uniform drift distribution 885
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 861
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 861
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 814
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 741
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 725
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 622
Design Procedure for Eccentrically Braced Steel Frames 582
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 561
Seismic design approach for steel K-shaped eccentrically braced frames 533
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 531
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 483
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 401
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 384
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 338
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 306
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 304
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 254
Experimental tests on SHS aluminium beams under non-uniform bending 241
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 235
On the use of HSS in seismic-resistant structures 232
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 228
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 212
Design and analysis of dual EBFs equipped with prequalified connections 209
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 200
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 188
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 185
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 164
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 164
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 160
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 151
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 151
Probabilistic theory of plastic mechanism control 148
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 145
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 144
Probabilistic approach for local hierarchy criteria of EB-frames 143
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 142
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 142
The Application of TMD to Existing Buildings: the Idea and Future Developments 141
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 140
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 138
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 137
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 135
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 132
Adaptive bending-active modules for a tensile solar shading system 132
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 131
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 131
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 128
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 125
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 123
Performance evaluation of a seismic retrofitted R.C. precast industrial building 121
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 120
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 119
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 119
Seismic Design of Frame Equipped with FREEDAM Connections 117
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 116
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 115
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 115
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 112
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 112
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 110
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 109
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 107
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 104
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 103
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 102
Comparison Between Different Design Strategies for FREEDAM Frames 101
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 99
A simplified performance based approach for the evaluation of seismic performances of steel frames 98
A Glance at the Effectiveness of Large Mass Ratio Tmds in a Coupled Soil-Structure System 97
Consideration of second-order effects on plastic design of steel moment resisting frames 96
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 95
Plastic Design of Moment Resisting Frames with Low Ductility 95
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 94
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 94
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 93
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 93
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 91
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 91
Theory of plastic mechanism control: State-of-the-art 90
Experimental tests on the aluminium alloys under monotonic and cyclic loading 90
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 89
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 89
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 89
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 88
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 88
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 88
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 88
Probabilistic theory of plastic mechanism control: Design and seismic assessment 87
Performance-based rules for the simplified assessment of steel CBFs 87
Residual displacements for non-degrading bilinear oscillators under seismic actions 86
Numerical application of effective thickness approach to box aluminium sections 84
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 83
Seismic performance assessment of the church of SS. Annunziata in Paestum through finite element analysis 82
Preliminary comparison on MRFs and dual systems equipped with extended stiffened connections 81
Seismic design lateral force distributions based on elastic analysis of structures 80
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 79
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation 78
Totale 22.414
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Categoria #
all - tutte 69.555
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 69.555
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021126 0 0 0 0 0 0 0 0 0 0 50 76
2021/2022698 6 5 4 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
2025/202619.186 4.593 5.752 3.736 632 944 455 1.319 269 460 981 45 0
Totale 26.777