NASTRI, ELIDE
 Distribuzione geografica
Continente #
AS - Asia 14.810
NA - Nord America 4.017
EU - Europa 2.043
SA - Sud America 488
AF - Africa 42
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 1
Totale 21.428
Nazione #
HK - Hong Kong 13.111
US - Stati Uniti d'America 3.952
IT - Italia 849
SG - Singapore 575
CN - Cina 560
BR - Brasile 399
RU - Federazione Russa 390
UA - Ucraina 166
IE - Irlanda 144
DE - Germania 135
TR - Turchia 110
KR - Corea 109
VN - Vietnam 84
SE - Svezia 72
GB - Regno Unito 62
NL - Olanda 59
IN - India 44
FI - Finlandia 41
CA - Canada 30
ID - Indonesia 28
AR - Argentina 24
BD - Bangladesh 24
JP - Giappone 24
MX - Messico 23
TH - Thailandia 22
AT - Austria 20
IR - Iran 18
TW - Taiwan 17
CO - Colombia 16
PH - Filippine 16
PL - Polonia 15
EC - Ecuador 14
ES - Italia 14
PK - Pakistan 14
PE - Perù 12
PT - Portogallo 12
NZ - Nuova Zelanda 11
AU - Australia 10
ZA - Sudafrica 10
FR - Francia 8
IQ - Iraq 8
RO - Romania 7
CH - Svizzera 6
EG - Egitto 6
GR - Grecia 6
LT - Lituania 6
MA - Marocco 6
PY - Paraguay 6
SA - Arabia Saudita 6
UY - Uruguay 6
VE - Venezuela 6
BG - Bulgaria 5
KH - Cambogia 5
GE - Georgia 4
HR - Croazia 4
IL - Israele 4
KZ - Kazakistan 4
NO - Norvegia 4
RS - Serbia 4
SN - Senegal 4
XK - ???statistics.table.value.countryCode.XK??? 4
BE - Belgio 3
CL - Cile 3
DZ - Algeria 3
JO - Giordania 3
MY - Malesia 3
UZ - Uzbekistan 3
AZ - Azerbaigian 2
CZ - Repubblica Ceca 2
EE - Estonia 2
ET - Etiopia 2
EU - Europa 2
JM - Giamaica 2
KE - Kenya 2
LV - Lettonia 2
MM - Myanmar 2
PA - Panama 2
TL - Timor Orientale 2
TN - Tunisia 2
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
AQ - Antartide 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BO - Bolivia 1
CI - Costa d'Avorio 1
CM - Camerun 1
CR - Costa Rica 1
CY - Cipro 1
DJ - Gibuti 1
DO - Repubblica Dominicana 1
GA - Gabon 1
GF - Guiana Francese 1
GH - Ghana 1
GT - Guatemala 1
HN - Honduras 1
LC - Santa Lucia 1
LK - Sri Lanka 1
ME - Montenegro 1
MT - Malta 1
Totale 21.418
Città #
Hong Kong 13.076
Ann Arbor 641
Chandler 440
Princeton 370
Dallas 293
Singapore 281
Wilmington 269
Woodbridge 259
Ashburn 238
Jacksonville 202
Dublin 138
Moscow 129
Salerno 126
Beijing 106
Houston 100
Izmir 93
Naples 70
Andover 68
Munich 56
Nanjing 52
Rome 46
Los Angeles 41
Boardman 39
São Paulo 39
Pellezzano 37
Fisciano 36
The Dalles 36
Changsha 32
Milan 31
Nuremberg 30
Santa Clara 28
Amsterdam 26
Ho Chi Minh City 26
Xian 24
Council Bluffs 22
Guangzhou 22
Columbus 21
Pune 20
Dearborn 19
Fairfield 19
Shenyang 19
New York 18
Bangkok 17
Brooklyn 16
Norwalk 16
Seoul 16
Nanchang 15
Hanoi 14
Jiaxing 14
Redwood City 14
San Francisco 14
Taichung 14
Belo Horizonte 13
Hebei 13
Dong Ket 12
Mestre 12
Warsaw 12
Washington 12
Central 11
Dhaka 11
Montreal 11
Rio de Janeiro 11
Shanghai 11
Shenzhen 11
Turku 11
Boston 10
Fuzhou 10
Menlo Park 10
San Diego 10
Seattle 10
Tokyo 10
Lappeenranta 9
Porto Alegre 9
Salvador 9
Tianjin 9
Lima 8
Manchester 8
Mercato San Severino 8
San Jose 8
Stockholm 8
Vienna 8
Bisaccia 7
Chicago 7
Fontanarosa 7
London 7
Mexico City 7
Palomonte 7
Yuncheng 7
Zhengzhou 7
Brasília 6
Cisterna 6
Frankfurt am Main 6
Frattamaggiore 6
Haiphong 6
Phoenix 6
Quezon City 6
Ribeirão Preto 6
Toronto 6
Atena Lucana 5
Athens 5
Totale 18.203
Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.210
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.123
An optimal seismic force pattern for uniform drift distribution 847
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 825
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 824
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 791
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 694
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 692
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 600
Design Procedure for Eccentrically Braced Steel Frames 544
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 532
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 507
Seismic design approach for steel K-shaped eccentrically braced frames 495
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 448
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 351
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 350
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 281
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 276
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 269
On the use of HSS in seismic-resistant structures 214
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 214
Experimental tests on SHS aluminium beams under non-uniform bending 213
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 213
Design and analysis of dual EBFs equipped with prequalified connections 187
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 184
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 176
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 162
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 147
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 145
Probabilistic theory of plastic mechanism control 131
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 130
Probabilistic approach for local hierarchy criteria of EB-frames 126
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 124
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 122
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 121
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 118
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 117
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 116
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 114
The Application of TMD to Existing Buildings: the Idea and Future Developments 112
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 110
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 110
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 109
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 108
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 106
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 100
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 100
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 100
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 98
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 98
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 96
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 95
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 94
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 92
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 92
Seismic Design of Frame Equipped with FREEDAM Connections 92
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 89
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 89
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 87
Performance evaluation of a seismic retrofitted R.C. precast industrial building 87
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 84
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 84
Comparison Between Different Design Strategies for FREEDAM Frames 83
Adaptive bending-active modules for a tensile solar shading system 83
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 82
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 82
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 79
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 77
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 74
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 74
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 72
Probabilistic theory of plastic mechanism control: Design and seismic assessment 70
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 69
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 69
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 68
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 67
Theory of plastic mechanism control: State-of-the-art 67
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 67
Consideration of second-order effects on plastic design of steel moment resisting frames 67
Numerical application of effective thickness approach to box aluminium sections 66
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 64
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 62
A simplified performance based approach for the evaluation of seismic performances of steel frames 61
Performance-based rules for the simplified assessment of steel CBFs 61
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 60
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 57
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation 57
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 57
Plastic Design of Moment Resisting Frames with Low Ductility 56
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 56
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 55
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 55
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 54
Seismic design lateral force distributions based on elastic analysis of structures 54
Comparison between different design strategies for freedam frames: Push-overs and IDA analyses 53
Comparison among different software for the evaluation of moment-curvature of R.C. Columns 53
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 53
Design and assessment of steel structures in seismic areas: Outcomes of the last italian conference of steel structures 51
Experimental tests on the aluminium alloys under monotonic and cyclic loading 51
Design and seismic assessment of MRFs and D-CBFs equipped with frictional connections 51
Totale 19.402
Categoria #
all - tutte 57.762
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 57.762


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021431 0 0 0 52 44 29 47 5 122 6 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
2025/202614.211 4.593 5.752 3.736 130 0 0 0 0 0 0 0 0
Totale 21.802