IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 2.350
EU - Europa 1.781
AS - Asia 511
AF - Africa 119
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 2
SA - Sud America 1
Totale 4.769
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Nazione #
US - Stati Uniti d'America 2.198
IE - Irlanda 566
IT - Italia 525
CN - Cina 455
UA - Ucraina 343
CA - Canada 151
RU - Federazione Russa 103
CI - Costa d'Avorio 74
FR - Francia 54
SE - Svezia 36
SN - Senegal 30
GB - Regno Unito 23
CH - Svizzera 21
FI - Finlandia 21
DE - Germania 18
GR - Grecia 18
NL - Olanda 17
AT - Austria 14
NG - Nigeria 14
UZ - Uzbekistan 10
VN - Vietnam 10
ES - Italia 8
IN - India 8
SG - Singapore 7
IR - Iran 6
ID - Indonesia 5
AU - Australia 3
BG - Bulgaria 3
JP - Giappone 3
LB - Libano 3
RO - Romania 3
EU - Europa 2
HR - Croazia 2
NZ - Nuova Zelanda 2
PL - Polonia 2
AM - Armenia 1
BD - Bangladesh 1
BR - Brasile 1
EG - Egitto 1
HU - Ungheria 1
LU - Lussemburgo 1
MK - Macedonia 1
MX - Messico 1
NO - Norvegia 1
PK - Pakistan 1
TR - Turchia 1
Totale 4.769
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Città #
Dublin 560
Chandler 489
Jacksonville 406
Nanjing 140
Andover 138
Lawrence 137
Cambridge 134
Toronto 115
Catania 110
Des Moines 76
Abidjan 74
Houston 63
Ashburn 57
Wilmington 57
San Mateo 52
Nanchang 44
Changsha 39
Boardman 38
Hebei 37
Jiaxing 31
Dakar 30
Shenyang 30
Redmond 29
Ottawa 28
Saint Petersburg 24
Tianjin 24
Helsinki 16
Rome 16
Seattle 16
Abuja 14
Falls Church 14
Milazzo 13
Genoa 12
Amsterdam 11
Palermo 11
Paris 11
Chicago 10
Dong Ket 10
Milan 10
Ciampino 9
Duncan 9
Athens 8
Beijing 8
Hangzhou 8
Liberty Lake 8
Norwalk 8
Vienna 8
Zhengzhou 8
Jinan 7
Messina 7
Moscow 7
Naples 7
Ningbo 7
Salerno 7
Den Haag 6
Pune 6
Biancavilla 5
Frankfurt Am Main 5
Kunming 5
Lappeenranta 5
Lentini 5
Nanto 5
Aci Catena 4
Ann Arbor 4
Changchun 4
Guangzhou 4
Princeton 4
Redwood City 4
Surabaya 4
Turin 4
Vignate 4
Villafranca Tirrena 4
Aci Castello 3
Augusta 3
Barcelona 3
Bologna 3
Ceppaloni 3
Dalmine 3
Floridia 3
Gravina di Catania 3
Grumo Appula 3
Hercules 3
Lago 3
Lausanne 3
Ludwigshafen 3
Madrid 3
Monza 3
Negrar 3
Perugia 3
Richmond 3
Salcedo 3
Syracuse 3
Taizhou 3
Torino 3
Trieste 3
Avola 2
Bremen 2
Caserta 2
Dallas 2
Florence 2
Totale 3.403
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Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 88
Achieving a more effective concentric braced frame by the double-stage yield BRB 67
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 59
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 58
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 57
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 57
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 56
A capacity design procedure for columns of steel structures with diagonals braces 55
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 55
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 55
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 52
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 51
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 51
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 50
A design procedure for dual eccentrically braced systems: Analytical formulation 49
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 48
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 47
Modelling of steel link beams of short, intermediate or long length 46
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 46
A design procedure for dual eccentrically braced - moment resisting systems: theory 45
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 45
Seismic upgrading of typical Italian existing RC frames by BRBs 45
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 45
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 44
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 44
A design procedure for dual eccentrically braced-moment resisting systems 43
A design procedure for pin‐supported rocking buckling‐restrained braced frames 43
Comparison of nonlinear static methods for the assessment of asymmetric buildings 42
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 42
A design procedure for dual eccentrically braced systems: Numerical investigation 42
Cyclic pushover analysis for seismic assessment of steel MRFs 42
Seismic behaviour of EBFs coupled to moment resisting frames 41
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 41
Influence of link models in the assessment of the seismic response of multi-storey EBFs 41
A database for assisted assessment of torsional response of in-plan irregular buildings 41
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 40
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 40
An analytical approach for the evaluation of the in-plan irregularity of real buildings 40
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 40
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 39
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 39
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 39
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 38
Design method and behaviour factor for steel frames with buckling restrained braces 38
An analytical approach for the evaluation of in-plan irregularity of real buildings 38
Seismic design and performance of dual structures with BRBs and semi-rigid connections 38
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 38
Previsione della risposta sismica a collasso di telai con controventi concentrici 37
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 37
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 37
Critical review of the EC8 design provisions for buildings with eccentric braces 37
Effect of the DYB on the seismic response of steel concentric bracings 37
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 37
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 37
Duttilità 36
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 36
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 36
Seismic upgrading of RC buildings by rocking walls and viscous dampers 36
An alternative approach for the design of chevron-braced frames 36
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 36
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 35
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 35
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 35
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 35
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 34
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 34
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 33
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 33
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 33
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 33
Behavior factor of dual systems with BRBs and semi-rigid connections 33
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 33
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 33
LIMITS OF APPLICATION OF SIMPLIFIED DESIGN PROCEDURES TO NON-REGULARLY ASYMMETRIC BUILDINGS 32
Design proposal for steel frames equipped with viscoelastic dampers 32
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 32
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 31
Modellazione del comportamento ciclico dei link 31
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 31
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 31
Design for seismic upgrading of existing RC frames by friction dampers 31
Design for seismic upgrading of existing RC frames by friction dampers 31
Validazione di una procedura statica non lineare per l’analisi sismica di edifici asimmetrici 30
Design of steel frames with buckling restrained braces 30
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 30
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 30
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 30
Quantification of engineering demand parameters for earthquake resistant steel moment frames 29
Design Methods for the Seismic Upgrade of Existing R.C. Frames by Buckling Restrained Braces 29
Valutazione della risposta di schemi monopiano asimmetrici soggetti ad input sismico bidirezionale mediante analisi statica non lineare 29
Preliminary validation of a multimodal adaptive procedure 29
Behavior Factor of Dual Concentrically Braced Systems Designed by Eurocode 8 29
A unitary approach for the design of concentrically braced frames 29
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 28
Influence of modelling of steel link beams on the seismic response of EBFs 28
On the design of columns of concentrically braced frames in the chevron configuration 28
Utilizzo di BRB nell’adeguamento sismico di edifici esistenti in c.a 28
Design criteria and methodologies for innovative earthquake-resistant steel structures 27
Prediction of damage distribution in concentrically braced frames 27
Force displacement relationship for r/c members in seismic design 27
Totale 3.913
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Categoria #
all - tutte 17.242
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 17.242
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201939 0 0 0 0 0 0 0 0 0 0 3 36
2019/2020791 283 68 55 14 57 7 51 13 64 8 94 77
2020/2021682 1 62 86 4 207 24 81 22 60 49 53 33
2021/20221.006 118 143 8 16 160 20 148 32 84 25 20 232
2022/20231.740 149 35 34 113 141 404 28 266 439 10 65 56
2023/2024443 41 70 31 37 31 108 24 66 12 16 7 0
Totale 5.065