IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 6.823
AS - Asia 3.904
EU - Europa 3.892
SA - Sud America 700
AF - Africa 396
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 2
Totale 15.723
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Nazione #
US - Stati Uniti d'America 6.561
SG - Singapore 1.874
CN - Cina 1.111
RU - Federazione Russa 1.044
IT - Italia 918
BR - Brasile 591
IE - Irlanda 573
NL - Olanda 388
UA - Ucraina 357
VN - Vietnam 303
FR - Francia 226
CA - Canada 199
CI - Costa d'Avorio 193
KR - Corea 182
GB - Regno Unito 78
NG - Nigeria 75
BD - Bangladesh 69
SE - Svezia 62
IN - India 61
HK - Hong Kong 52
DE - Germania 42
MX - Messico 42
FI - Finlandia 38
IQ - Iraq 36
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 23
PL - Polonia 22
GR - Grecia 20
IR - Iran 20
AT - Austria 19
CO - Colombia 16
TR - Turchia 16
MA - Marocco 14
BJ - Benin 13
EC - Ecuador 12
PE - Perù 12
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
PT - Portogallo 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
Totale 15.710
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Città #
Dallas 1.209
Singapore 1.010
Santa Clara 997
Dublin 566
San Jose 547
Chandler 490
Moscow 455
Jacksonville 406
Eygelshoven 338
Ashburn 299
Boardman 204
Hefei 200
Abidjan 193
Seoul 180
Catania 147
Lauterbourg 146
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Cambridge 134
Chicago 131
Beijing 130
Toronto 123
Ho Chi Minh City 112
Los Angeles 95
Des Moines 76
Hanoi 74
Council Bluffs 73
Houston 69
Wilmington 57
San Mateo 52
Hong Kong 49
São Paulo 49
Nanchang 44
Changsha 39
Hebei 37
New York 37
Abuja 36
Buffalo 36
Lagos 35
Columbus 34
The Dalles 34
Shenyang 32
Dakar 31
Jiaxing 31
Redmond 29
Amsterdam 28
Ottawa 28
Palermo 26
Milan 24
Rome 24
Saint Petersburg 24
Tianjin 24
Helsinki 23
Tashkent 22
Orem 21
Seattle 21
Warsaw 20
Belo Horizonte 19
Montreal 19
Atlanta 17
Phoenix 17
Baghdad 16
Rio de Janeiro 16
Brasília 15
Mascalucia 15
Paris 15
Tokyo 15
Chennai 14
Falls Church 14
Boston 13
Brooklyn 13
Cotonou 13
Guangzhou 13
Messina 13
Milazzo 13
Tehran 13
Bologna 12
Denver 12
Genoa 12
Lappeenranta 12
London 12
Stockholm 12
Vienna 12
Haiphong 11
Johannesburg 11
San Francisco 11
Dong Ket 10
Manchester 10
Naples 10
Porto Alegre 10
Tremestieri Etneo 10
Athens 9
Ciampino 9
Da Nang 9
Duncan 9
Jinan 9
Redondo Beach 9
Can Tho 8
Totale 10.423
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Nome #
Limit state analysis for the Catania fire-station (Italy) 437
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 173
A capacity design procedure for columns of steel structures with diagonals braces 165
Achieving a more effective concentric braced frame by the double-stage yield BRB 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 158
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 153
A database for assisted assessment of torsional response of in-plan irregular buildings 153
A design procedure for pin‐supported rocking buckling‐restrained braced frames 152
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 150
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 147
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 146
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 144
A design procedure for dual eccentrically braced systems: Numerical investigation 139
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 138
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 137
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 135
A design procedure for dual eccentrically braced systems: Analytical formulation 134
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 134
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 133
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 133
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 132
A design procedure for dual eccentrically braced - moment resisting systems: theory 130
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 130
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 127
A design procedure for dual eccentrically braced-moment resisting systems 127
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 126
A new uniaxial material model for the simulation of lateral buckling of steel rebars 124
Influence of link models in the assessment of the seismic response of multi-storey EBFs 122
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 121
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 120
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 118
Cyclic pushover analysis for seismic assessment of steel MRFs 117
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 115
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 115
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 115
A unitary approach for the design of concentrically braced frames 113
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 111
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 110
Seismic upgrading of typical Italian existing RC frames by BRBs 109
Behavior factor of dual systems with BRBs and semi-rigid connections 109
An alternative approach for the design of chevron-braced frames 109
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 108
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 108
A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas 106
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 106
Effect of the DYB on the seismic response of steel concentric bracings 106
Improvement of the model proposed by Menegotto and Pinto for steel 104
Numerical Simulation of Steel I-Shaped Beam Using Fiber-Based Damage Accumulation Model 104
Design for seismic upgrading of existing RC frames by friction dampers 104
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 102
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 102
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 102
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 101
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Modelling of steel link beams of short, intermediate or long length 100
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 99
Comparison of nonlinear static methods for the assessment of asymmetric buildings 99
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 98
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
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 96
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 96
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
P–Δ effects in the seismic design of steel moment resisting frames 94
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 93
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 93
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 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
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 91
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 91
Influence of Mass Uncertainties on the In-Elevation Irregularity of Chevron CBFs 90
Design method and behaviour factor for steel frames with buckling restrained braces 89
Comportamento sismico in campo non lineare di edifici in acciaio con controventi concentrici ad X 88
Critical review of the EC8 design provisions for buildings with eccentric braces 88
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 87
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 87
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 86
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 86
Preliminary validation of a multimodal adaptive procedure 86
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 86
Design for seismic upgrading of existing RC frames by friction dampers 86
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 85
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 85
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 85
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 85
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 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 in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 84
Design proposal for steel frames equipped with viscoelastic dampers 84
Duttilità 83
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 83
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 82
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 82
Seismic behaviour of EBFs coupled to moment resisting frames 82
Proposal of a Design Procedure for Steel Frames with Viscoelastic Dampers 81
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 81
Totale 11.197
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Categoria #
all - tutte 50.966
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 50.966
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202133 0 0 0 0 0 0 0 0 0 0 0 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
2025/20267.417 426 404 1.367 316 1.065 1.592 872 128 486 426 185 150
Totale 16.045