IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 4.097
EU - Europa 2.154
AS - Asia 1.667
SA - Sud America 430
AF - Africa 152
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.507
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Nazione #
US - Stati Uniti d'America 3.918
SG - Singapore 839
IT - Italia 804
CN - Cina 648
IE - Irlanda 568
BR - Brasile 400
UA - Ucraina 348
CA - Canada 162
RU - Federazione Russa 111
CI - Costa d'Avorio 76
FR - Francia 59
GB - Regno Unito 41
SE - Svezia 38
FI - Finlandia 34
KR - Corea 31
SN - Senegal 31
NL - Olanda 30
DE - Germania 27
CH - Svizzera 21
VN - Vietnam 20
IN - India 19
GR - Grecia 18
UZ - Uzbekistan 18
AT - Austria 15
NG - Nigeria 15
ES - Italia 13
JP - Giappone 11
MX - Messico 11
ZA - Sudafrica 10
BD - Bangladesh 9
HK - Hong Kong 9
IQ - Iraq 9
PE - Perù 8
PL - Polonia 8
IR - Iran 7
PK - Pakistan 7
TR - Turchia 7
ID - Indonesia 6
AE - Emirati Arabi Uniti 5
AR - Argentina 5
KE - Kenya 5
LB - Libano 5
BG - Bulgaria 4
DZ - Algeria 4
MA - Marocco 4
UY - Uruguay 4
VE - Venezuela 4
AU - Australia 3
CO - Colombia 3
EC - Ecuador 3
JM - Giamaica 3
LT - Lituania 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
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
HU - Ungheria 1
IL - Israele 1
JO - Giordania 1
KG - Kirghizistan 1
LU - Lussemburgo 1
MK - Macedonia 1
MN - Mongolia 1
NO - Norvegia 1
NP - Nepal 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
RS - Serbia 1
TG - Togo 1
Totale 8.507
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Città #
Santa Clara 959
Dublin 562
Chandler 489
Singapore 480
Jacksonville 406
Boardman 204
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Cambridge 134
Catania 132
Chicago 123
Toronto 115
Abidjan 76
Des Moines 76
Hefei 72
Ashburn 67
Houston 64
Wilmington 57
San Mateo 52
Beijing 50
Council Bluffs 46
Nanchang 44
Changsha 39
Hebei 37
The Dalles 34
Columbus 33
Shenyang 32
Dakar 31
Jiaxing 31
Seoul 31
Redmond 29
Ottawa 28
Saint Petersburg 24
São Paulo 24
Tianjin 24
Helsinki 23
Palermo 19
Seattle 19
Belo Horizonte 17
Milan 17
Amsterdam 16
Rome 16
Abuja 14
Falls Church 14
Los Angeles 14
Messina 13
Milazzo 13
Paris 13
Bologna 12
Genoa 12
Guangzhou 12
Rio de Janeiro 12
Brasília 10
Dong Ket 10
Tremestieri Etneo 10
Ciampino 9
Duncan 9
Hong Kong 9
Phoenix 9
Vienna 9
Athens 8
Hangzhou 8
Jinan 8
Lappeenranta 8
Liberty Lake 8
Norwalk 8
Rho 8
Tashkent 8
Zhengzhou 8
Brooklyn 7
Moscow 7
Naples 7
New York 7
Ningbo 7
Salerno 7
San Francisco 7
Shanghai 7
Baghdad 6
Dallas 6
Den Haag 6
Goiânia 6
London 6
Porto Alegre 6
Pune 6
Turin 6
Warsaw 6
Biancavilla 5
Curitiba 5
Frankfurt Am Main 5
Kunming 5
Lentini 5
Montreal 5
Munich 5
Nairobi 5
Nanto 5
Petrolina 5
Reggio Calabria 5
Salvador 5
Totale 5.738
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Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 117
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 107
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 102
Achieving a more effective concentric braced frame by the double-stage yield BRB 101
A capacity design procedure for columns of steel structures with diagonals braces 95
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 91
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 85
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 83
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 82
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 82
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 79
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 77
Influence of link models in the assessment of the seismic response of multi-storey EBFs 77
A design procedure for pin‐supported rocking buckling‐restrained braced frames 77
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 76
A design procedure for dual eccentrically braced systems: Analytical formulation 76
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 76
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 76
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 75
A design procedure for dual eccentrically braced - moment resisting systems: theory 75
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 75
A design procedure for dual eccentrically braced systems: Numerical investigation 75
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 75
Improvement of the model proposed by Menegotto and Pinto for steel 74
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 74
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 73
Modelling of steel link beams of short, intermediate or long length 72
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 72
A design procedure for dual eccentrically braced-moment resisting systems 71
A database for assisted assessment of torsional response of in-plan irregular buildings 71
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 71
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 70
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 70
Cyclic pushover analysis for seismic assessment of steel MRFs 69
Comparison of nonlinear static methods for the assessment of asymmetric buildings 67
An analytical approach for the evaluation of the in-plan irregularity of real buildings 67
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 66
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 66
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 64
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 64
Seismic upgrading of typical Italian existing RC frames by BRBs 64
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 64
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 63
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 63
Effect of the DYB on the seismic response of steel concentric bracings 63
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 62
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 62
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 60
Design method and behaviour factor for steel frames with buckling restrained braces 60
A unitary approach for the design of concentrically braced frames 60
Critical review of the EC8 design provisions for buildings with eccentric braces 60
Seismic design and performance of dual structures with BRBs and semi-rigid connections 60
Previsione della risposta sismica a collasso di telai con controventi concentrici 59
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 59
Seismic behaviour of EBFs coupled to moment resisting frames 59
An analytical approach for the evaluation of in-plan irregularity of real buildings 59
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 59
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 58
Duttilità 58
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 58
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 58
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 58
Seismic upgrading of RC buildings by rocking walls and viscous dampers 58
Design for seismic upgrading of existing RC frames by friction dampers 58
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 57
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 57
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 57
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 57
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 57
Preliminary validation of a multimodal adaptive procedure 56
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 56
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 56
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 55
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 55
Behavior factor of dual systems with BRBs and semi-rigid connections 55
An alternative approach for the design of chevron-braced frames 55
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 54
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 54
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 54
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 54
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 53
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 53
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 53
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 53
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 52
Design proposal for steel frames equipped with viscoelastic dampers 52
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 52
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 52
LIMITS OF APPLICATION OF SIMPLIFIED DESIGN PROCEDURES TO NON-REGULARLY ASYMMETRIC BUILDINGS 51
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 50
Modellazione del comportamento ciclico dei link 50
Limit state analysis for the Catania fire-station (Italy) 50
Influence of modelling of steel link beams on the seismic response of EBFs 50
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 49
Design for seismic upgrading of existing RC frames by friction dampers 49
Design of steel frames with buckling restrained braces 48
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 48
Utilizzo di BRB nell’adeguamento sismico di edifici esistenti in c.a 48
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 47
Totale 6.469
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Categoria #
all - tutte 34.079
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 34.079
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2023/2024658 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
2025/2026201 201 0 0 0 0 0 0 0 0 0 0 0
Totale 8.829