NASTRI, ELIDE
 Distribuzione geografica
Continente #
AS - Asia 15.688
NA - Nord America 4.259
EU - Europa 2.146
SA - Sud America 659
AF - Africa 58
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 1
Totale 22.839
Nazione #
HK - Hong Kong 13.111
US - Stati Uniti d'America 4.169
SG - Singapore 1.138
IT - Italia 897
CN - Cina 728
BR - Brasile 524
RU - Federazione Russa 392
VN - Vietnam 174
UA - Ucraina 166
IE - Irlanda 144
DE - Germania 143
TR - Turchia 114
KR - Corea 109
SE - Svezia 79
GB - Regno Unito 77
NL - Olanda 59
IN - India 54
CA - Canada 46
FI - Finlandia 41
AR - Argentina 40
ID - Indonesia 36
JP - Giappone 36
BD - Bangladesh 31
MX - Messico 30
PL - Polonia 24
CO - Colombia 23
TH - Thailandia 22
AT - Austria 20
EC - Ecuador 20
ES - Italia 20
IR - Iran 20
ZA - Sudafrica 19
PH - Filippine 17
TW - Taiwan 17
PK - Pakistan 14
VE - Venezuela 14
PE - Perù 13
IQ - Iraq 12
PT - Portogallo 12
AU - Australia 11
NZ - Nuova Zelanda 11
FR - Francia 10
PY - Paraguay 10
EG - Egitto 9
LT - Lituania 9
RO - Romania 9
UY - Uruguay 8
MA - Marocco 7
CH - Svizzera 6
GR - Grecia 6
MY - Malesia 6
SA - Arabia Saudita 6
BG - Bulgaria 5
CL - Cile 5
DZ - Algeria 5
IL - Israele 5
KH - Cambogia 5
AE - Emirati Arabi Uniti 4
GE - Georgia 4
HR - Croazia 4
KZ - Kazakistan 4
NO - Norvegia 4
RS - Serbia 4
SN - Senegal 4
XK - ???statistics.table.value.countryCode.XK??? 4
BE - Belgio 3
DO - Repubblica Dominicana 3
JO - Giordania 3
KE - Kenya 3
UZ - Uzbekistan 3
AZ - Azerbaigian 2
CZ - Repubblica Ceca 2
EE - Estonia 2
ET - Etiopia 2
EU - Europa 2
JM - Giamaica 2
LV - Lettonia 2
MM - Myanmar 2
NP - Nepal 2
PA - Panama 2
TL - Timor Orientale 2
TN - Tunisia 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 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
GA - Gabon 1
GF - Guiana Francese 1
GH - Ghana 1
GT - Guatemala 1
HN - Honduras 1
LC - Santa Lucia 1
LK - Sri Lanka 1
Totale 22.827
Città #
Hong Kong 13.076
Ann Arbor 641
Singapore 539
Chandler 440
Princeton 370
Dallas 294
Ashburn 289
Wilmington 269
Woodbridge 259
Jacksonville 202
Beijing 153
Dublin 138
Moscow 129
Salerno 126
Houston 102
Izmir 93
Naples 72
Andover 68
Ho Chi Minh City 63
Los Angeles 56
Munich 56
Rome 55
Nanjing 52
São Paulo 52
Boardman 39
Fisciano 38
Pellezzano 37
New York 36
The Dalles 36
Hanoi 35
Milan 35
Changsha 32
Santa Clara 32
Nuremberg 30
Amsterdam 26
Guangzhou 26
Xian 24
Council Bluffs 23
Montreal 22
Tokyo 22
Columbus 21
Warsaw 21
Brooklyn 20
Pune 20
Dearborn 19
Fairfield 19
Shenyang 19
Bangkok 17
Norwalk 16
Seoul 16
Belo Horizonte 15
Nanchang 15
Stockholm 15
Jiaxing 14
Manchester 14
Redwood City 14
Rio de Janeiro 14
San Francisco 14
Taichung 14
Boston 13
Chicago 13
Dhaka 13
Hebei 13
Shanghai 13
Dong Ket 12
London 12
Mestre 12
Porto Alegre 12
Salvador 12
Washington 12
Central 11
Chennai 11
Denver 11
Seattle 11
Shenzhen 11
Turku 11
Fuzhou 10
Haiphong 10
Johannesburg 10
Menlo Park 10
Mexico City 10
Orem 10
San Diego 10
Lappeenranta 9
Lima 9
Phoenix 9
Tianjin 9
Curitiba 8
Frankfurt am Main 8
Mercato San Severino 8
San Jose 8
Vienna 8
Zhengzhou 8
Atlanta 7
Bisaccia 7
Brasília 7
Fontanarosa 7
Guayaquil 7
Palomonte 7
Pittsburgh 7
Totale 18.810
Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.218
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.132
An optimal seismic force pattern for uniform drift distribution 864
Performance Evaluation of Short Links with Flush and Extended End Plate Connections Through FEM Analysis Under Cyclic Loading 844
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 833
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 799
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 712
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 700
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 604
Design Procedure for Eccentrically Braced Steel Frames 563
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 537
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 512
Seismic design approach for steel K-shaped eccentrically braced frames 504
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 457
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 371
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 363
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 294
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 287
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 278
Experimental tests on SHS aluminium beams under non-uniform bending 219
On the use of HSS in seismic-resistant structures 219
A Review on the Removable Link in Eccentrically Braced Frames: Benefits and Performances 219
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 218
Design and analysis of dual EBFs equipped with prequalified connections 192
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 191
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 180
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 165
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 163
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 149
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 135
Probabilistic theory of plastic mechanism control 135
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 132
Probabilistic approach for local hierarchy criteria of EB-frames 130
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 129
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 129
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 127
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 125
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 125
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 123
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 121
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 120
The Application of TMD to Existing Buildings: the Idea and Future Developments 120
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 119
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 116
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 112
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 112
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 110
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 108
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 105
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 105
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 105
Adaptive bending-active modules for a tensile solar shading system 104
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 101
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 99
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 99
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 98
Seismic Design of Frame Equipped with FREEDAM Connections 97
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 96
Performance evaluation of a seismic retrofitted R.C. precast industrial building 96
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 95
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 92
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 91
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 91
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 90
Comparison Between Different Design Strategies for FREEDAM Frames 88
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 87
Consideration of second-order effects on plastic design of steel moment resisting frames 86
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 85
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 83
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 80
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 79
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 79
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 78
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 78
A simplified performance based approach for the evaluation of seismic performances of steel frames 78
Simplified Methods for the Evaluation of Seismic Performances of Steel CBFs 75
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 75
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 75
A Glance at the Effectiveness of Large Mass Ratio Tmds in a Coupled Soil-Structure System 75
Probabilistic theory of plastic mechanism control: Design and seismic assessment 74
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 73
Theory of plastic mechanism control: State-of-the-art 71
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 71
Numerical application of effective thickness approach to box aluminium sections 71
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 70
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 70
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 70
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 67
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 67
Performance-based rules for the simplified assessment of steel CBFs 67
Plastic Design of Moment Resisting Frames with Low Ductility 65
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 64
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 63
Residual displacements for non-degrading bilinear oscillators under seismic actions 63
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation 62
Design and assessment of steel structures in seismic areas: Outcomes of the last italian conference of steel structures 62
Experimental tests on the aluminium alloys under monotonic and cyclic loading 62
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers 61
Preliminary comparison on MRFs and dual systems equipped with extended stiffened connections 61
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 59
Totale 20.273
Categoria #
all - tutte 62.787
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 62.787


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021379 0 0 0 0 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
2025/202615.625 4.593 5.752 3.736 632 912 0 0 0 0 0 0 0
Totale 23.216