IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 3.868
EU - Europa 2.073
AS - Asia 1.415
SA - Sud America 296
AF - Africa 134
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.793
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Nazione #
US - Stati Uniti d'America 3.706
IT - Italia 777
SG - Singapore 774
IE - Irlanda 567
CN - Cina 543
UA - Ucraina 347
BR - Brasile 271
CA - Canada 151
RU - Federazione Russa 106
CI - Costa d'Avorio 76
FR - Francia 57
SE - Svezia 36
FI - Finlandia 31
SN - Senegal 30
NL - Olanda 26
DE - Germania 24
GB - Regno Unito 23
CH - Svizzera 21
GR - Grecia 18
UZ - Uzbekistan 16
AT - Austria 15
NG - Nigeria 14
IN - India 10
VN - Vietnam 10
HK - Hong Kong 9
MX - Messico 9
ES - Italia 8
PE - Perù 8
IR - Iran 7
JP - Giappone 7
ID - Indonesia 6
IQ - Iraq 6
AR - Argentina 4
LB - Libano 4
PK - Pakistan 4
AE - Emirati Arabi Uniti 3
AU - Australia 3
BD - Bangladesh 3
BG - Bulgaria 3
DZ - Algeria 3
EC - Ecuador 3
PL - Polonia 3
RO - Romania 3
TN - Tunisia 3
TR - Turchia 3
UY - Uruguay 3
ZA - Sudafrica 3
CO - Colombia 2
EU - Europa 2
HR - Croazia 2
KE - Kenya 2
KZ - Kazakistan 2
MA - Marocco 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
VE - Venezuela 2
AL - Albania 1
AM - Armenia 1
BO - Bolivia 1
BY - Bielorussia 1
EG - Egitto 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 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
SA - Arabia Saudita 1
Totale 7.793
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Città #
Santa Clara 956
Dublin 561
Chandler 489
Singapore 415
Jacksonville 406
Boardman 204
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Cambridge 134
Catania 123
Chicago 119
Toronto 115
Abidjan 76
Des Moines 76
Houston 63
Ashburn 60
Wilmington 57
San Mateo 52
Council Bluffs 46
Nanchang 44
Changsha 39
Hebei 37
Shenyang 32
Jiaxing 31
Dakar 30
Redmond 29
Ottawa 28
Saint Petersburg 24
Tianjin 24
Helsinki 23
Palermo 19
Seattle 18
Milan 17
São Paulo 17
Rome 16
Beijing 15
Abuja 14
Amsterdam 14
Falls Church 14
Belo Horizonte 13
Messina 13
Milazzo 13
Genoa 12
Guangzhou 12
Paris 11
Bologna 10
Dong Ket 10
Tremestieri Etneo 10
Ciampino 9
Duncan 9
Hong Kong 9
Los Angeles 9
Vienna 9
Athens 8
Brasília 8
Hangzhou 8
Jinan 8
Lappeenranta 8
Liberty Lake 8
Norwalk 8
Rho 8
Rio de Janeiro 8
Zhengzhou 8
Moscow 7
Naples 7
Ningbo 7
Salerno 7
Shanghai 7
Den Haag 6
Pune 6
Tashkent 6
Turin 6
Baghdad 5
Biancavilla 5
Frankfurt Am Main 5
Kunming 5
Lentini 5
Nanto 5
Petrolina 5
Reggio Calabria 5
Salvador 5
The Dalles 5
Aci Catena 4
Ann Arbor 4
Carapicuíba 4
Changchun 4
Florence 4
Goiânia 4
Lima 4
Phoenix 4
Princeton 4
Recife 4
Redwood City 4
Serra 4
Surabaya 4
Taizhou 4
Vignate 4
Villafranca Tirrena 4
Totale 5.399
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Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 109
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 100
Achieving a more effective concentric braced frame by the double-stage yield BRB 98
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 94
A capacity design procedure for columns of steel structures with diagonals braces 89
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 89
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 82
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 78
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 77
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 77
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 75
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 73
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 73
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 72
Influence of link models in the assessment of the seismic response of multi-storey EBFs 72
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 72
A design procedure for pin‐supported rocking buckling‐restrained braced frames 72
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 71
A design procedure for dual eccentrically braced systems: Analytical formulation 71
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 70
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 69
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 69
A design procedure for dual eccentrically braced systems: Numerical investigation 69
Improvement of the model proposed by Menegotto and Pinto for steel 69
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 69
A design procedure for dual eccentrically braced - moment resisting systems: theory 68
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 68
A design procedure for dual eccentrically braced-moment resisting systems 67
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 67
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 66
A database for assisted assessment of torsional response of in-plan irregular buildings 66
Modelling of steel link beams of short, intermediate or long length 66
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 65
Cyclic pushover analysis for seismic assessment of steel MRFs 64
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 63
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
An analytical approach for the evaluation of the in-plan irregularity of real buildings 63
Seismic upgrading of typical Italian existing RC frames by BRBs 63
Comparison of nonlinear static methods for the assessment of asymmetric buildings 62
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 62
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 60
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 59
Effect of the DYB on the seismic response of steel concentric bracings 59
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 59
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 58
Seismic behaviour of EBFs coupled to moment resisting frames 58
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 58
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 58
A unitary approach for the design of concentrically braced frames 57
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 56
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 56
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 56
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 56
Design method and behaviour factor for steel frames with buckling restrained braces 56
An analytical approach for the evaluation of in-plan irregularity of real buildings 56
Critical review of the EC8 design provisions for buildings with eccentric braces 56
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 56
Previsione della risposta sismica a collasso di telai con controventi concentrici 55
Seismic design and performance of dual structures with BRBs and semi-rigid connections 55
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 55
Duttilità 54
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 54
Seismic upgrading of RC buildings by rocking walls and viscous dampers 54
Design for seismic upgrading of existing RC frames by friction dampers 54
An alternative approach for the design of chevron-braced frames 54
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 53
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 53
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 53
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 53
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 53
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 52
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 52
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 51
Behavior factor of dual systems with BRBs and semi-rigid connections 51
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 51
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 51
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 50
Preliminary validation of a multimodal adaptive procedure 50
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 50
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 50
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 50
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 50
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 50
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 49
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 49
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 48
Modellazione del comportamento ciclico dei link 48
LIMITS OF APPLICATION OF SIMPLIFIED DESIGN PROCEDURES TO NON-REGULARLY ASYMMETRIC BUILDINGS 48
Design proposal for steel frames equipped with viscoelastic dampers 48
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 48
Design Methods for the Seismic Upgrade of Existing R.C. Frames by Buckling Restrained Braces 47
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 47
Design for seismic upgrading of existing RC frames by friction dampers 47
Utilizzo di BRB nell’adeguamento sismico di edifici esistenti in c.a 47
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 46
Influence of modelling of steel link beams on the seismic response of EBFs 46
Valutazione della risposta di schemi monopiano asimmetrici soggetti ad input sismico bidirezionale mediante analisi statica non lineare 45
Design of steel frames with buckling restrained braces 45
Una tecnologia integrata isolamento - scorrimento alla base per il controllo del taglio sismico degli edifici 45
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 43
Totale 6.060
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Categoria #
all - tutte 30.588
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 30.588
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020171 0 0 0 0 0 0 0 0 0 0 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
2023/2024658 41 70 31 37 31 108 24 66 12 16 133 89
2024/20252.827 7 353 192 234 768 408 117 142 264 336 6 0
Totale 8.107