UniSa - IRIS Institutional Research Information System

NASTRI, ELIDE
 Distribuzione geografica
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Continente #
NA - Nord America 3.301
EU - Europa 1.781
AS - Asia 1.339
SA - Sud America 223
AF - Africa 20
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 6.683
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Nazione #
US - Stati Uniti d'America 3.290
IT - Italia 763
SG - Singapore 500
CN - Cina 430
RU - Federazione Russa 386
BR - Brasile 185
UA - Ucraina 163
IE - Irlanda 143
TR - Turchia 100
DE - Germania 74
HK - Hong Kong 73
KR - Corea 65
SE - Svezia 65
NL - Olanda 54
GB - Regno Unito 39
FI - Finlandia 29
IN - India 29
ID - Indonesia 17
IR - Iran 17
TH - Thailandia 16
TW - Taiwan 16
VN - Vietnam 15
AT - Austria 14
PH - Filippine 13
CO - Colombia 10
JP - Giappone 10
PE - Perù 10
ES - Italia 9
PT - Portogallo 9
AR - Argentina 8
AU - Australia 8
CA - Canada 7
FR - Francia 7
PK - Pakistan 7
BD - Bangladesh 5
MA - Marocco 5
NZ - Nuova Zelanda 5
CH - Svizzera 4
EC - Ecuador 4
EG - Egitto 4
GE - Georgia 4
MX - Messico 4
PL - Polonia 4
RS - Serbia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BG - Bulgaria 3
DZ - Algeria 3
IQ - Iraq 3
JO - Giordania 3
ZA - Sudafrica 3
CL - Cile 2
EE - Estonia 2
EU - Europa 2
KZ - Kazakistan 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
NO - Norvegia 2
RO - Romania 2
SA - Arabia Saudita 2
VE - Venezuela 2
AZ - Azerbaigian 1
BE - Belgio 1
BH - Bahrain 1
BO - Bolivia 1
CZ - Repubblica Ceca 1
ET - Etiopia 1
GR - Grecia 1
IL - Israele 1
KE - Kenya 1
KH - Cambogia 1
LK - Sri Lanka 1
OM - Oman 1
PY - Paraguay 1
RW - Ruanda 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
UZ - Uzbekistan 1
Totale 6.683
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Città #
Ann Arbor 641
Chandler 440
Princeton 370
Wilmington 269
Woodbridge 259
Singapore 213
Ashburn 207
Jacksonville 201
Dublin 137
Moscow 128
Salerno 126
Houston 100
Izmir 93
Beijing 77
Andover 68
Naples 61
Hong Kong 60
Nanjing 52
Boardman 39
Pellezzano 37
Rome 36
Amsterdam 25
Xian 24
Nuremberg 23
Changsha 22
Fisciano 21
Guangzhou 21
Dearborn 19
Fairfield 19
Pune 19
Shenyang 19
Los Angeles 18
Norwalk 16
Nanchang 15
Santa Clara 15
Bangkok 14
Dallas 14
Jiaxing 14
Redwood City 14
Taichung 14
Hebei 13
Milan 13
Dong Ket 12
Mestre 12
Washington 12
Central 11
Shenzhen 11
Fuzhou 10
Menlo Park 10
San Diego 10
Seattle 10
São Paulo 10
Shanghai 9
Tianjin 9
Belo Horizonte 8
Lappeenranta 8
Mercato San Severino 8
Bisaccia 7
Fontanarosa 7
Lima 7
Palomonte 7
Rio de Janeiro 7
Vienna 7
Yuncheng 7
Zhengzhou 7
Cisterna 6
Frattamaggiore 6
London 6
Munich 6
Quezon City 6
The Dalles 6
Atena Lucana 5
Cambridge 5
Cancellara 5
Casoria 5
Chengdu 5
Palermo 5
Porto Alegre 5
Sarno 5
Slough 5
Springfield 5
Tehran 5
Afragola 4
Assago 4
Aversa 4
Bandung 4
Bari 4
Bergamo 4
Città di Castello 4
Council Bluffs 4
Düsseldorf 4
Faiano 4
Helsinki 4
Istanbul 4
Karachi 4
Mugnano di Napoli 4
Ningbo 4
Orta di Atella 4
Phoenix 4
Pittsburgh 4
Totale 4.355
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Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 245
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 132
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 115
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 112
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 112
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 112
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 104
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 99
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 99
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 98
Validation of a Design Procedure for Failure Mode Control of EB-Frames: Push Over and IDA Analyses 95
ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION 93
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 92
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T6 92
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 90
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 89
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 88
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 87
Evaluation of rotation capacity of RHS aluminium alloy beams by FEM simulation: Temper T4 86
On the use of HSS in seismic-resistant structures 85
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 85
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 83
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 82
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 81
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 80
Proposal for an empirical evaluation of rotation capacity of RHS aluminium alloy beams based on fem simulations 80
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 77
Modellazione Semplificata della Rottura di Bulloni ad Alta Resistenza per Analisi agli Elementi Finiti 76
Comparison Between Different Design Strategies for FREEDAM Frames 71
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 70
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 70
Performance evaluation of a seismic retrofitted R.C. precast industrial building 69
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 68
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions 67
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 66
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 64
Adaptive bending-active modules for a tensile solar shading system 62
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 61
FEM simulations and rotation capacity evaluation for RHS temper T4 aluminium alloy beams 60
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 57
Theory of plastic mechanism control: State-of-the-art 56
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 53
Probabilistic theory of plastic mechanism control 52
A simplified performance based approach for the evaluation of seismic performances of steel frames 52
Critical analysis of ultimate rotation formula for R.C. columns subjected to cyclic loadings 49
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 48
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation 47
Comparison among different software for the evaluation of moment-curvature of R.C. Columns 47
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis 46
Preliminary comparison between different software modeling of confined concrete 46
Consideration of second-order effects on plastic design of steel moment resisting frames 46
Performance-based rules for the simplified assessment of steel CBFs 46
A DESIGN PROCEDURE FOR CONTROLLING THE RESIDUAL DRIFT: APPLICATION TO A DUAL-SYSTEM 45
Experimental tests on the aluminium alloys under monotonic and cyclic loading 45
Comparison between different design strategies for freedam frames: Push-overs and IDA analyses 44
An optimal seismic force pattern for uniform drift distribution 44
AN EXAMPLE OF ENERGY DISSIPATION OPTIMIZATION FOR STEEL MRFs WITH PIN-JOINTED COLUMN BASES 43
PERFORMANCE BASED DESIGN OF MR-FRAMES BY TPMC AND ENERGY APPROACH 43
Experimental tests on reinforced concrete beam-to-column joints with and without floor slab 43
Stochastic theory of plastic mechanism control: Parametric analysis 43
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 42
Design and seismic assessment of MRFs and D-CBFs equipped with frictional connections 42
Seismic response of MRF-CBF dual systems equipped with low damage friction connections 41
Preliminary comparison on MRFs and dual systems equipped with extended stiffened connections 41
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 41
Critical analysis of the empirical relations for the evaluation of the ultimate plastic rotation of R.C. columns under cyclic loadings 40
Design and assessment of steel structures in seismic areas: Outcomes of the last italian conference of steel structures 38
Numerical application of effective thickness approach to box aluminium sections 38
Seismic response of steel Moment Resisting Frames equipped with friction beam-to-column joints 37
Design and analysis of dual EBFs equipped with prequalified connections 37
Residual displacements for non-degrading bilinear oscillators under seismic actions 37
The Application of TMD to Existing Buildings: the Idea and Future Developments 37
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 36
Partial safety factors and overstrength coefficient evaluation for the design of connections equipped with friction dampers 35
STUDY ON THE OVERSTRENGTH OF HEA EBFS LINKS BY FEM SIMULATIONS 35
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 35
Preface of Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 35
Simplified Modelling of Failure in High Strength Bolts under Combined Tension and Bending 34
Rigid plastic analysis for the seismic performance evaluation of steel storage racks 34
Evaluation of the seismic capacity of existing moment resisting frames by a simplified approach: Examples and numerical application 34
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 33
Design and seismic evaluation of MRFs in DC2 ductility class introduced in the new prEN1998 draft and comparison with TPMC 32
Experimental tests on SHS aluminium beams under non-uniform bending 32
The influence of floor joists on the lateral stiffness of R.C. buildings 32
Simplified Approach for the Seismic Assessment of Existing X Shaped CBFs: Examples and Numerical Applications 32
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 31
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 30
Macromechanical Failure Criteria: Elasticity, Plasticity and Numerical Applications for the Non-Linear Masonry Modelling 29
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 29
The use of the component method for the evaluation of monotonic behaviour of Aluminium Alloy Gusset Joints 29
Resonance of steel wind turbines: Problems and solutions 28
Experimental validation of a theoretical model accounting for floor joists contribution on the flexural resistance of beam-column joints in R. C. frames 28
The influence of the axial restraint on the overstrength of short links 28
The Influence of the Material Properties on the Ultimate Behaviour of Aluminium H-shaped Beams 28
Probabilistic theory of plastic mechanism control: Design and seismic assessment 27
Inelastic Behaviour of H-shaped Aluminium Beams Under Gradient Moment 27
Preface of the Symposium: Numerical Methods for Static and Dynamic Analysis of New and Existing Structures in Seismic Areas: Design and Performance Evaluation 27
On the Seismic Protection of Existing Structures: A Large-Scale Modelling of Nonlinear Soil-Structure-TMD Interaction 26
Validazione e Applicazione di un Metodo Prestazionale per la Valutazione della Vulnerabilità Sismica di Strutture in Acciaio di Tipo MRFs e CBFs 25
Totale 5.919
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Categoria #
all - tutte 34.075
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 34.075
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020114 0 0 0 0 0 0 0 0 0 0 85 29
2020/2021497 10 20 36 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
2024/20251.636 55 61 73 94 79 248 358 140 322 161 45 0
Totale 7.057