IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 4.718
EU - Europa 2.205
AS - Asia 2.075
SA - Sud America 456
AF - Africa 155
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.616
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Nazione #
US - Stati Uniti d'America 4.525
SG - Singapore 922
CN - Cina 853
IT - Italia 815
IE - Irlanda 568
BR - Brasile 422
UA - Ucraina 349
CA - Canada 171
RU - Federazione Russa 112
KR - Corea 94
CI - Costa d'Avorio 76
FR - Francia 67
GB - Regno Unito 52
SE - Svezia 41
VN - Vietnam 38
FI - Finlandia 35
NL - Olanda 32
SN - Senegal 31
DE - Germania 27
IN - India 23
CH - Svizzera 21
ES - Italia 19
HK - Hong Kong 19
UZ - Uzbekistan 19
GR - Grecia 18
BD - Bangladesh 16
AT - Austria 15
JP - Giappone 15
MX - Messico 15
NG - Nigeria 15
IQ - Iraq 13
ZA - Sudafrica 12
PL - Polonia 11
ID - Indonesia 10
TR - Turchia 9
PE - Perù 8
AR - Argentina 7
IR - Iran 7
PK - Pakistan 7
AE - Emirati Arabi Uniti 6
KE - Kenya 6
LB - Libano 5
LT - Lituania 5
UY - Uruguay 5
BG - Bulgaria 4
DZ - Algeria 4
EC - Ecuador 4
MA - Marocco 4
VE - Venezuela 4
AU - Australia 3
CO - Colombia 3
JM - Giamaica 3
NO - Norvegia 3
RO - Romania 3
SA - Arabia Saudita 3
TN - Tunisia 3
BH - Bahrain 2
EG - Egitto 2
EU - Europa 2
HN - Honduras 2
HR - Croazia 2
IL - Israele 2
KZ - Kazakistan 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BO - Bolivia 1
BY - Bielorussia 1
ET - Etiopia 1
GT - Guatemala 1
HU - Ungheria 1
JO - Giordania 1
KG - Kirghizistan 1
LU - Lussemburgo 1
MK - Macedonia 1
MN - Mongolia 1
NP - Nepal 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
RS - Serbia 1
TG - Togo 1
TJ - Tagikistan 1
Totale 9.616
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Città #
Santa Clara 967
Dublin 562
Singapore 535
Chandler 489
Dallas 485
Jacksonville 406
Boardman 204
Hefei 193
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Catania 135
Cambridge 134
Chicago 127
Toronto 116
Ashburn 98
Seoul 94
Abidjan 76
Des Moines 76
Beijing 75
Houston 64
Council Bluffs 59
Wilmington 57
San Mateo 52
Nanchang 44
Changsha 39
Hebei 37
The Dalles 34
Columbus 33
Shenyang 32
Dakar 31
Jiaxing 31
Los Angeles 29
Redmond 29
São Paulo 29
Ottawa 28
Saint Petersburg 24
Tianjin 24
Helsinki 23
Palermo 20
Hong Kong 19
Seattle 19
Belo Horizonte 17
Milan 17
Amsterdam 16
Rome 16
Abuja 14
Falls Church 14
Rio de Janeiro 14
Messina 13
Milazzo 13
Paris 13
Bologna 12
Brooklyn 12
Genoa 12
Guangzhou 12
Brasília 10
Dong Ket 10
Phoenix 10
San Francisco 10
Tremestieri Etneo 10
Boston 9
Ciampino 9
Duncan 9
Lappeenranta 9
London 9
New York 9
Tashkent 9
Tokyo 9
Vienna 9
Warsaw 9
Athens 8
Hangzhou 8
Jinan 8
Liberty Lake 8
Montreal 8
Norwalk 8
Rho 8
Salerno 8
Zhengzhou 8
Moscow 7
Naples 7
Ningbo 7
Shanghai 7
Baghdad 6
Den Haag 6
Goiânia 6
Ho Chi Minh City 6
Nairobi 6
Porto Alegre 6
Pune 6
Turin 6
Biancavilla 5
Curitiba 5
Frankfurt Am Main 5
Haiphong 5
Kunming 5
Lentini 5
Munich 5
Totale 6.607
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Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 120
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 118
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 111
Achieving a more effective concentric braced frame by the double-stage yield BRB 107
A capacity design procedure for columns of steel structures with diagonals braces 106
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 92
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 90
A design procedure for pin‐supported rocking buckling‐restrained braced frames 90
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 90
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 89
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 89
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 89
A design procedure for dual eccentrically braced systems: Analytical formulation 88
A database for assisted assessment of torsional response of in-plan irregular buildings 87
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 86
A design procedure for dual eccentrically braced systems: Numerical investigation 85
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 85
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 84
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 84
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 84
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 83
Influence of link models in the assessment of the seismic response of multi-storey EBFs 82
A design procedure for dual eccentrically braced - moment resisting systems: theory 81
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 81
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 81
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 81
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 81
A design procedure for dual eccentrically braced-moment resisting systems 80
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 79
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 78
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 78
Improvement of the model proposed by Menegotto and Pinto for steel 76
Modelling of steel link beams of short, intermediate or long length 76
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 75
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 75
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 75
Cyclic pushover analysis for seismic assessment of steel MRFs 74
Comparison of nonlinear static methods for the assessment of asymmetric buildings 73
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 71
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 71
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 69
An analytical approach for the evaluation of the in-plan irregularity of real buildings 69
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 68
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 68
A unitary approach for the design of concentrically braced frames 68
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 68
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 67
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 67
Effect of the DYB on the seismic response of steel concentric bracings 67
Seismic upgrading of typical Italian existing RC frames by BRBs 66
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 66
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 65
Seismic design and performance of dual structures with BRBs and semi-rigid connections 65
Limit state analysis for the Catania fire-station (Italy) 64
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 64
Design for seismic upgrading of existing RC frames by friction dampers 64
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 63
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 63
Design method and behaviour factor for steel frames with buckling restrained braces 63
An analytical approach for the evaluation of in-plan irregularity of real buildings 63
Critical review of the EC8 design provisions for buildings with eccentric braces 63
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 63
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 63
An alternative approach for the design of chevron-braced frames 63
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 62
Previsione della risposta sismica a collasso di telai con controventi concentrici 62
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 62
Behavior factor of dual systems with BRBs and semi-rigid connections 62
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 61
Duttilità 61
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 61
Seismic behaviour of EBFs coupled to moment resisting frames 61
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 61
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 61
Seismic upgrading of RC buildings by rocking walls and viscous dampers 61
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 60
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 60
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 60
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 59
Preliminary validation of a multimodal adaptive procedure 59
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 59
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 59
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 59
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 59
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 58
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 57
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 56
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 56
P–Δ effects in the seismic design of steel moment resisting frames 56
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 55
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 55
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 55
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 55
Influence of modelling of steel link beams on the seismic response of EBFs 55
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 55
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 55
A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas 54
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 54
Design proposal for steel frames equipped with viscoelastic dampers 54
Utilizzo di BRB nell’adeguamento sismico di edifici esistenti in c.a 54
Totale 7.087
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Categoria #
all - tutte 37.541
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 37.541
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021619 0 0 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
2023/2024658 41 70 31 37 31 108 24 66 12 16 133 89
2024/20253.348 7 353 192 234 768 408 117 142 264 336 223 304
2025/20261.310 426 404 480 0 0 0 0 0 0 0 0 0
Totale 9.938