IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 6.576
EU - Europa 3.840
AS - Asia 3.797
SA - Sud America 698
AF - Africa 396
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 2
Totale 15.315
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Nazione #
US - Stati Uniti d'America 6.323
SG - Singapore 1.828
CN - Cina 1.092
RU - Federazione Russa 1.044
IT - Italia 882
BR - Brasile 590
IE - Irlanda 573
NL - Olanda 388
UA - Ucraina 357
VN - Vietnam 302
FR - Francia 226
CA - Canada 193
CI - Costa d'Avorio 193
KR - Corea 181
GB - Regno Unito 78
NG - Nigeria 75
IN - India 61
HK - Hong Kong 49
SE - Svezia 48
DE - Germania 42
MX - Messico 39
FI - Finlandia 38
IQ - Iraq 36
BD - Bangladesh 34
AR - Argentina 33
UZ - Uzbekistan 32
SN - Senegal 31
ES - Italia 28
ZA - Sudafrica 27
PK - Pakistan 26
CH - Svizzera 23
ID - Indonesia 23
JP - Giappone 22
PL - Polonia 22
GR - Grecia 20
IR - Iran 20
AT - Austria 19
CO - Colombia 16
TR - Turchia 16
MA - Marocco 14
BJ - Benin 13
PE - Perù 12
EC - Ecuador 11
PH - Filippine 11
VE - Venezuela 11
DZ - Algeria 10
AE - Emirati Arabi Uniti 9
SA - Arabia Saudita 9
TN - Tunisia 9
KE - Kenya 8
LT - Lituania 8
UY - Uruguay 8
EG - Egitto 7
IL - Israele 7
PY - Paraguay 7
JM - Giamaica 6
SI - Slovenia 6
CL - Cile 5
JO - Giordania 5
LB - Libano 5
NO - Norvegia 5
RO - Romania 5
AL - Albania 4
BG - Bulgaria 4
BO - Bolivia 4
HN - Honduras 4
MK - Macedonia 4
MY - Malesia 4
PA - Panama 4
TH - Thailandia 4
AU - Australia 3
AZ - Azerbaigian 3
ET - Etiopia 3
HR - Croazia 3
KZ - Kazakistan 3
NP - Nepal 3
NZ - Nuova Zelanda 3
RS - Serbia 3
BH - Bahrain 2
BY - Bielorussia 2
EU - Europa 2
HU - Ungheria 2
PS - Palestinian Territory 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AO - Angola 1
BE - Belgio 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DM - Dominica 1
DO - Repubblica Dominicana 1
GA - Gabon 1
GE - Georgia 1
GH - Ghana 1
GM - Gambi 1
GT - Guatemala 1
GY - Guiana 1
KG - Kirghizistan 1
KY - Cayman, isole 1
LU - Lussemburgo 1
Totale 15.304
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Città #
Dallas 1.207
Singapore 1.005
Santa Clara 979
Dublin 566
Chandler 490
Moscow 455
San Jose 408
Jacksonville 406
Eygelshoven 338
Ashburn 291
Boardman 204
Hefei 200
Abidjan 193
Seoul 180
Lauterbourg 146
Catania 145
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Cambridge 134
Chicago 130
Beijing 124
Toronto 120
Ho Chi Minh City 112
Los Angeles 89
Des Moines 76
Hanoi 74
Council Bluffs 73
Houston 69
Wilmington 57
San Mateo 52
São Paulo 49
Hong Kong 47
Nanchang 44
Changsha 39
Hebei 37
Abuja 36
Buffalo 35
Lagos 35
Columbus 34
The Dalles 34
Shenyang 32
Dakar 31
Jiaxing 31
Redmond 29
Amsterdam 28
Ottawa 28
New York 26
Palermo 25
Saint Petersburg 24
Tianjin 24
Helsinki 23
Milan 23
Rome 23
Tashkent 22
Orem 21
Seattle 21
Warsaw 20
Belo Horizonte 19
Montreal 18
Baghdad 16
Rio de Janeiro 16
Brasília 15
Paris 15
Phoenix 15
Tokyo 15
Atlanta 14
Chennai 14
Falls Church 14
Boston 13
Brooklyn 13
Cotonou 13
Guangzhou 13
Messina 13
Milazzo 13
Tehran 13
Bologna 12
Genoa 12
Lappeenranta 12
London 12
Stockholm 12
Vienna 12
Denver 11
Haiphong 11
Johannesburg 11
Dong Ket 10
Manchester 10
Porto Alegre 10
San Francisco 10
Tremestieri Etneo 10
Athens 9
Ciampino 9
Da Nang 9
Duncan 9
Jinan 9
Redondo Beach 9
Can Tho 8
Goiânia 8
Hangzhou 8
Totale 10.199
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Nome #
Limit state analysis for the Catania fire-station (Italy) 436
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 170
A capacity design procedure for columns of steel structures with diagonals braces 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 157
Achieving a more effective concentric braced frame by the double-stage yield BRB 156
A design procedure for pin‐supported rocking buckling‐restrained braced frames 151
A database for assisted assessment of torsional response of in-plan irregular buildings 150
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 145
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 144
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 142
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 141
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 141
A design procedure for dual eccentrically braced systems: Numerical investigation 137
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 137
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 135
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 134
A design procedure for dual eccentrically braced systems: Analytical formulation 133
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 133
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 131
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 129
A design procedure for dual eccentrically braced - moment resisting systems: theory 128
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 127
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 124
A design procedure for dual eccentrically braced-moment resisting systems 124
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 124
Influence of link models in the assessment of the seismic response of multi-storey EBFs 121
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 119
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 118
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 116
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 115
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 114
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 114
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 114
Cyclic pushover analysis for seismic assessment of steel MRFs 114
A unitary approach for the design of concentrically braced frames 111
A new uniaxial material model for the simulation of lateral buckling of steel rebars 109
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 109
Behavior factor of dual systems with BRBs and semi-rigid connections 109
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 108
Seismic upgrading of typical Italian existing RC frames by BRBs 107
An alternative approach for the design of chevron-braced frames 107
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 105
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 105
A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas 104
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 104
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 104
Effect of the DYB on the seismic response of steel concentric bracings 104
Design for seismic upgrading of existing RC frames by friction dampers 104
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 103
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
Improvement of the model proposed by Menegotto and Pinto for steel 102
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 102
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 101
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 100
Modelling of steel link beams of short, intermediate or long length 99
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 98
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 97
Comparison of nonlinear static methods for the assessment of asymmetric buildings 97
Seismic upgrading of RC buildings by rocking walls and viscous dampers 97
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 96
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 96
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 94
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 93
P–Δ effects in the seismic design of steel moment resisting frames 93
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 92
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 91
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 90
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 90
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 90
Design method and behaviour factor for steel frames with buckling restrained braces 88
Critical review of the EC8 design provisions for buildings with eccentric braces 88
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 87
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 84
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 84
Preliminary validation of a multimodal adaptive procedure 84
An analytical approach for the evaluation of in-plan irregularity of real buildings 84
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 84
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 84
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 83
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 83
Design proposal for steel frames equipped with viscoelastic dampers 83
Design for seismic upgrading of existing RC frames by friction dampers 83
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 82
Duttilità 82
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 82
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 82
Influence of Mass Uncertainties on the In-Elevation Irregularity of Chevron CBFs 81
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 81
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 81
Seismic behaviour of EBFs coupled to moment resisting frames 81
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 81
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 81
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 80
Previsione della risposta sismica a collasso di telai con controventi concentrici 80
Influence of modelling of steel link beams on the seismic response of EBFs 80
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 79
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 78
Totale 10.941
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Categoria #
all - tutte 48.079
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 48.079
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021135 0 0 0 0 0 0 0 0 0 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
2025/20267.009 426 404 1.367 316 1.065 1.592 872 128 486 353 0 0
Totale 15.637