UniSa - IRIS Institutional Research Information System

NASTRI, ELIDE
 Distribuzione geografica
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Continente #
AS - Asia 17.062
NA - Nord America 6.088
EU - Europa 3.479
SA - Sud America 885
AF - Africa 139
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 7
AN - Antartide 1
Totale 27.684
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Nazione #
HK - Hong Kong 13.164
US - Stati Uniti d'America 5.934
IT - Italia 1.876
SG - Singapore 1.663
CN - Cina 860
BR - Brasile 629
VN - Vietnam 433
RU - Federazione Russa 396
DE - Germania 184
FR - Francia 183
UA - Ucraina 174
IE - Irlanda 147
TR - Turchia 141
KR - Corea 132
GB - Regno Unito 117
IN - India 117
BD - Bangladesh 112
AR - Argentina 88
SE - Svezia 85
NL - Olanda 70
CA - Canada 66
JP - Giappone 56
ID - Indonesia 53
FI - Finlandia 51
MX - Messico 50
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 25
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
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
LT - Lituania 11
NZ - Nuova Zelanda 11
SN - Senegal 11
UY - Uruguay 11
DZ - Algeria 10
CR - Costa Rica 9
KZ - Kazakistan 9
RO - Romania 9
IL - Israele 8
JM - Giamaica 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
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
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
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
Totale 27.653
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Città #
Hong Kong 13.126
Singapore 836
San Jose 740
Ann Arbor 642
Milan 579
Ashburn 447
Chandler 440
Princeton 370
Dallas 306
Wilmington 269
Woodbridge 259
Rome 208
Council Bluffs 207
Jacksonville 203
The Dalles 185
Beijing 179
Lauterbourg 155
Dublin 140
Ho Chi Minh City 135
Moscow 129
Salerno 127
Houston 108
Hanoi 105
Izmir 94
Naples 83
Santa Clara 79
Los Angeles 75
Andover 69
São Paulo 59
New York 58
Munich 56
Nanjing 52
Fisciano 43
Tokyo 40
Boardman 39
Memphis 37
Pellezzano 37
Changsha 32
Nuremberg 32
Frankfurt am Main 31
Guangzhou 30
Amsterdam 29
Figino 27
Montreal 27
Turin 27
Chicago 26
Columbus 26
Orem 25
Basingstoke 24
Haiphong 24
Xian 24
Brooklyn 23
Warsaw 23
Chennai 21
Pune 21
Zurich 21
Dearborn 20
Dhaka 20
Da Nang 19
Fairfield 19
Seoul 19
Shenyang 19
Belo Horizonte 18
Shanghai 18
Stockholm 18
Bangkok 17
Boston 16
Denver 16
London 16
Norwalk 16
Rio de Janeiro 16
San Francisco 16
Washington 16
Montoro 15
Nairobi 15
Nanchang 15
Porto Alegre 15
Tashkent 15
Jiaxing 14
Johannesburg 14
Lima 14
Manchester 14
Mexico City 14
Redwood City 14
Seattle 14
Taichung 14
Guayaquil 13
Hebei 13
Helsinki 13
San Diego 13
Dong Ket 12
Mestre 12
Salvador 12
Toronto 12
Baghdad 11
Central 11
Dakar 11
Istanbul 11
Kuala Lumpur 11
Phoenix 11
Totale 21.861
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.240
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.168
An optimal seismic force pattern for uniform drift distribution 888
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 871
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 862
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 820
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 749
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 731
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 629
Design Procedure for Eccentrically Braced Steel Frames 590
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 569
Seismic design approach for steel K-shaped eccentrically braced frames 548
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 535
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 494
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 403
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 390
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 348
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 313
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 308
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 262
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 258
Experimental tests on SHS aluminium beams under non-uniform bending 249
On the use of HSS in seismic-resistant structures 241
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 240
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 215
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 211
Design and analysis of dual EBFs equipped with prequalified connections 211
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 194
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 192
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 179
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 170
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 169
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 159
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 158
Probabilistic theory of plastic mechanism control 153
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 153
Probabilistic approach for local hierarchy criteria of EB-frames 152
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 150
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 149
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 148
The Application of TMD to Existing Buildings: the Idea and Future Developments 148
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 147
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 146
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 145
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 144
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 142
Adaptive bending-active modules for a tensile solar shading system 141
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 138
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 138
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 137
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 128
Performance evaluation of a seismic retrofitted R.C. precast industrial building 127
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 126
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 126
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 125
Seismic Design of Frame Equipped with FREEDAM Connections 125
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 124
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 124
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 123
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 123
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 122
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 121
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 120
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 116
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 114
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 112
Comparison Between Different Design Strategies for FREEDAM Frames 109
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 108
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 108
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 107
A Glance at the Effectiveness of Large Mass Ratio Tmds in a Coupled Soil-Structure System 107
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 106
Plastic Design of Moment Resisting Frames with Low Ductility 105
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 105
A simplified performance based approach for the evaluation of seismic performances of steel frames 103
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 102
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 100
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 100
Consideration of second-order effects on plastic design of steel moment resisting frames 100
Performance-based rules for the simplified assessment of steel CBFs 99
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 98
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 98
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 97
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 97
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 96
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 96
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 95
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 94
Experimental tests on the aluminium alloys under monotonic and cyclic loading 94
Probabilistic theory of plastic mechanism control: Design and seismic assessment 92
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 91
Theory of plastic mechanism control: State-of-the-art 91
Residual displacements for non-degrading bilinear oscillators under seismic actions 91
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 90
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 88
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers 88
Seismic design lateral force distributions based on elastic analysis of structures 88
Dimensionamiento Sísmico de Estructuras Metálicas con Uniones Libres de Daño 87
Aluminium Square Hollow Sections Under Cyclic Loading 87
Numerical application of effective thickness approach to box aluminium sections 86
Totale 23.154
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Categoria #
all - tutte 73.129
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 73.129
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/202620.462 4.593 5.752 3.736 632 944 455 1.319 269 460 981 303 1.018
2026/202763 63 0 0 0 0 0 0 0 0 0 0 0
Totale 28.116