UniSa - IRIS Institutional Research Information System

NASTRI, ELIDE
 Distribuzione geografica
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Continente #
AS - Asia 17.182
NA - Nord America 6.461
EU - Europa 3.539
SA - Sud America 891
Continente sconosciuto - Info sul continente non disponibili 442
AF - Africa 140
OC - Oceania 23
AN - Antartide 1
Totale 28.679
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Nazione #
HK - Hong Kong 13.191
US - Stati Uniti d'America 6.254
IT - Italia 1.931
SG - Singapore 1.702
CN - Cina 899
BR - Brasile 633
VN - Vietnam 433
RU - Federazione Russa 396
DE - Germania 185
FR - Francia 183
UA - Ucraina 175
IE - Irlanda 147
TR - Turchia 141
KR - Corea 132
BD - Bangladesh 122
IN - India 121
GB - Regno Unito 117
CA - Canada 89
AR - Argentina 88
SE - Svezia 85
NL - Olanda 71
MX - Messico 57
JP - Giappone 56
ID - Indonesia 54
FI - Finlandia 51
CO - Colombia 43
IQ - Iraq 42
PK - Pakistan 41
ES - Italia 35
PH - Filippine 35
ZA - Sudafrica 32
EC - Ecuador 28
PL - Polonia 26
VE - Venezuela 26
CH - Svizzera 23
IR - Iran 23
TH - Thailandia 23
AT - Austria 21
PE - Perù 21
MA - Marocco 20
MY - Malesia 20
EG - Egitto 19
KE - Kenya 17
SA - Arabia Saudita 17
TW - Taiwan 17
CR - Costa Rica 16
PT - Portogallo 16
UZ - Uzbekistan 16
CL - Cile 14
PY - Paraguay 14
JM - Giamaica 13
AU - Australia 12
AE - Emirati Arabi Uniti 11
BO - Bolivia 11
JO - Giordania 11
LT - Lituania 11
NZ - Nuova Zelanda 11
SN - Senegal 11
UY - Uruguay 11
DZ - Algeria 10
KZ - Kazakistan 9
RO - Romania 9
IL - Israele 8
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
DO - Repubblica Dominicana 5
GE - Georgia 5
HN - Honduras 5
OM - Oman 5
PA - Panama 5
AL - Albania 4
NO - Norvegia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BH - Bahrain 3
LV - Lettonia 3
NI - Nicaragua 3
PS - Palestinian Territory 3
SV - El Salvador 3
SY - Repubblica araba siriana 3
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
EE - Estonia 2
EU - Europa 2
GA - Gabon 2
GT - Guatemala 2
KG - Kirghizistan 2
LY - Libia 2
MD - Moldavia 2
ME - Montenegro 2
MM - Myanmar 2
MN - Mongolia 2
Totale 28.205
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Città #
Hong Kong 13.153
Singapore 860
San Jose 741
Ann Arbor 642
Milan 589
Ashburn 480
Chandler 440
Princeton 371
Council Bluffs 328
Dallas 313
Wilmington 269
Woodbridge 259
Rome 216
Beijing 215
Jacksonville 203
The Dalles 187
Lauterbourg 155
Dublin 140
Ho Chi Minh City 135
Moscow 129
Salerno 129
Houston 109
Santa Clara 109
Hanoi 105
Izmir 94
Naples 88
Los Angeles 79
Andover 69
São Paulo 60
New York 59
Munich 56
Nanjing 52
Fisciano 43
Tokyo 40
Boardman 39
Memphis 37
Pellezzano 37
Montreal 33
Changsha 32
Frankfurt am Main 32
Nuremberg 32
Guangzhou 30
Amsterdam 29
Chicago 28
Figino 28
Turin 28
Columbus 27
Brooklyn 25
Orem 25
Basingstoke 24
Haiphong 24
Xian 24
Warsaw 23
Dhaka 22
Chennai 21
Pune 21
Zurich 21
Dearborn 20
Mexico City 20
Phoenix 20
Belo Horizonte 19
Da Nang 19
Fairfield 19
Seoul 19
Shenyang 19
Washington 19
Shanghai 18
Stockholm 18
Bangkok 17
San Francisco 17
Boston 16
Denver 16
London 16
Montoro 16
Norwalk 16
Rio de Janeiro 16
Nairobi 15
Nanchang 15
Porto Alegre 15
Tashkent 15
Jiaxing 14
Johannesburg 14
Lima 14
Manchester 14
Redwood City 14
Seattle 14
Taichung 14
Guayaquil 13
Hebei 13
Helsinki 13
San Diego 13
Toronto 13
Dong Ket 12
Mestre 12
Salvador 12
San José 12
Baghdad 11
Central 11
Dakar 11
Istanbul 11
Totale 22.214
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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
An optimal seismic force pattern for uniform drift distribution 890
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 872
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 864
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 822
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 752
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 736
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 631
Design Procedure for Eccentrically Braced Steel Frames 593
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 574
Seismic design approach for steel K-shaped eccentrically braced frames 551
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 537
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 497
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 406
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 392
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
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 309
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 282
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 265
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
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
Design and analysis of dual EBFs equipped with prequalified connections 212
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 196
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 193
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 186
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 177
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 170
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
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 157
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
Probabilistic theory of plastic mechanism control 154
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 152
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 152
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 151
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 150
The Application of TMD to Existing Buildings: the Idea and Future Developments 150
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 148
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 146
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 143
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 143
Adaptive bending-active modules for a tensile solar shading system 143
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 142
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 141
Performance evaluation of a seismic retrofitted R.C. precast industrial building 133
Plastic Design of Moment Resisting Frames with Low Ductility 132
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 130
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 129
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 129
Seismic Design of Frame Equipped with FREEDAM Connections 129
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 128
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 127
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 127
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 126
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 125
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 124
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 123
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 121
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 119
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 117
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 114
Comparison Between Different Design Strategies for FREEDAM Frames 112
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 111
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 110
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 109
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 109
A Glance at the Effectiveness of Large Mass Ratio Tmds in a Coupled Soil-Structure System 109
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 108
A simplified performance based approach for the evaluation of seismic performances of steel frames 107
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 106
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 106
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 105
Consideration of second-order effects on plastic design of steel moment resisting frames 102
Performance-based rules for the simplified assessment of steel CBFs 102
Theory of plastic mechanism control: State-of-the-art 101
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 101
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 100
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 100
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 100
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 97
Experimental tests on the aluminium alloys under monotonic and cyclic loading 97
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 97
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 96
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 95
Probabilistic theory of plastic mechanism control: Design and seismic assessment 95
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 94
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 93
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 93
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers 92
Dimensionamiento Sísmico de Estructuras Metálicas con Uniones Libres de Daño 91
Residual displacements for non-degrading bilinear oscillators under seismic actions 91
Aluminium Square Hollow Sections Under Cyclic Loading 89
Seismic performance assessment of the church of SS. Annunziata in Paestum through finite element analysis 89
Stochastic theory of plastic mechanism control: Parametric analysis 89
Totale 23.497
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Categoria #
all - tutte 77.466
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 77.466
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022687 0 0 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
2025/202620.462 4.593 5.752 3.736 632 944 455 1.319 269 460 981 303 1.018
2026/2027626 297 294 35 0 0 0 0 0 0 0 0 0
Totale 28.679