IRIS
BOSCO, MELINA
 Distribuzione geografica
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Continente #
NA - Nord America 6.929
AS - Asia 3.930
EU - Europa 3.928
SA - Sud America 711
AF - Africa 396
Continente sconosciuto - Info sul continente non disponibili 324
OC - Oceania 6
Totale 16.224
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Nazione #
US - Stati Uniti d'America 6.644
SG - Singapore 1.876
CN - Cina 1.115
RU - Federazione Russa 1.044
IT - Italia 946
BR - Brasile 595
IE - Irlanda 573
NL - Olanda 388
UA - Ucraina 357
VN - Vietnam 306
FR - Francia 227
CA - Canada 209
CI - Costa d'Avorio 193
KR - Corea 183
BD - Bangladesh 78
GB - Regno Unito 78
NG - Nigeria 75
SE - Svezia 62
IN - India 61
HK - Hong Kong 53
MX - Messico 45
DE - Germania 43
FI - Finlandia 38
IQ - Iraq 37
AR - Argentina 34
UZ - Uzbekistan 32
ES - Italia 31
SN - Senegal 31
ZA - Sudafrica 27
PK - Pakistan 26
ID - Indonesia 24
CH - Svizzera 23
JP - Giappone 23
PL - Polonia 22
GR - Grecia 20
IR - Iran 20
AT - Austria 19
CO - Colombia 17
TR - Turchia 16
EC - Ecuador 15
MA - Marocco 14
BJ - Benin 13
PE - Perù 13
PH - Filippine 11
VE - Venezuela 11
DZ - Algeria 10
AE - Emirati Arabi Uniti 9
LT - Lituania 9
SA - Arabia Saudita 9
TN - Tunisia 9
JM - Giamaica 8
KE - Kenya 8
UY - Uruguay 8
EG - Egitto 7
IL - Israele 7
LB - Libano 7
PY - Paraguay 7
HN - Honduras 6
RO - Romania 6
SI - Slovenia 6
AL - Albania 5
BO - Bolivia 5
CL - Cile 5
JO - Giordania 5
MY - Malesia 5
NO - Norvegia 5
BG - Bulgaria 4
CR - Costa Rica 4
MK - Macedonia 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
TT - Trinidad e Tobago 3
AM - Armenia 2
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
AO - Angola 1
BE - Belgio 1
BZ - Belize 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
Totale 15.888
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Città #
Dallas 1.212
Singapore 1.010
Santa Clara 1.007
Dublin 566
San Jose 549
Chandler 490
Moscow 455
Jacksonville 406
Eygelshoven 338
Ashburn 308
Boardman 204
Hefei 200
Abidjan 193
Seoul 181
Catania 150
Lauterbourg 146
Civitanova Marche 144
Nanjing 141
Andover 138
Lawrence 137
Chicago 135
Cambridge 134
Beijing 133
Toronto 124
Ho Chi Minh City 113
Los Angeles 96
Des Moines 76
Hanoi 75
Council Bluffs 73
Houston 70
Wilmington 57
San Mateo 52
Hong Kong 50
São Paulo 49
Nanchang 44
Changsha 39
New York 38
Hebei 37
Abuja 36
Buffalo 36
Lagos 35
Columbus 34
The Dalles 34
Shenyang 32
Dakar 31
Jiaxing 31
Redmond 29
Rome 29
Amsterdam 28
Ottawa 28
Palermo 28
Milan 27
Saint Petersburg 24
Tianjin 24
Helsinki 23
Tashkent 22
Montreal 21
Orem 21
Seattle 21
Warsaw 20
Belo Horizonte 19
Atlanta 17
Baghdad 17
Phoenix 17
Mascalucia 16
Rio de Janeiro 16
Brasília 15
Brooklyn 15
Paris 15
Tokyo 15
Chennai 14
Falls Church 14
Boston 13
Cotonou 13
Guangzhou 13
Messina 13
Milazzo 13
Tehran 13
Bologna 12
Denver 12
Genoa 12
Lappeenranta 12
London 12
Naples 12
Stockholm 12
Vienna 12
Haiphong 11
Johannesburg 11
Porto Alegre 11
San Francisco 11
Da Nang 10
Dong Ket 10
Manchester 10
Tremestieri Etneo 10
Athens 9
Ciampino 9
Duncan 9
Jinan 9
Mexico City 9
Redondo Beach 9
Totale 10.486
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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 176
A capacity design procedure for columns of steel structures with diagonals braces 166
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 159
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 156
A design procedure for pin‐supported rocking buckling‐restrained braced frames 154
A database for assisted assessment of torsional response of in-plan irregular buildings 153
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 151
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 147
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 147
Effetto delle fibre di basalto sulla resistenza a compressione della terra cruda 147
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 139
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
A design procedure for dual eccentrically braced systems: Analytical formulation 135
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 135
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 135
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
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 131
A design procedure for dual eccentrically braced - moment resisting systems: theory 130
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 128
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 Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 126
A new uniaxial material model for the simulation of lateral buckling of steel rebars 126
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 124
Influence of link models in the assessment of the seismic response of multi-storey EBFs 122
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 119
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 117
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 116
A unitary approach for the design of concentrically braced frames 115
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 115
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 114
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 113
Seismic upgrading of typical Italian existing RC frames by BRBs 111
A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas 110
Behavior factor of dual systems with BRBs and semi-rigid connections 110
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 109
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 109
An alternative approach for the design of chevron-braced frames 109
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 108
Effect of the DYB on the seismic response of steel concentric bracings 107
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 105
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
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 103
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 102
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
Comparison of nonlinear static methods for the assessment of asymmetric buildings 101
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 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
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 98
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 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
P–Δ effects in the seismic design of steel moment resisting frames 96
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 94
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 93
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 93
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 92
Design method and behaviour factor for steel frames with buckling restrained braces 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Comportamento sismico in campo non lineare di edifici in acciaio con controventi concentrici ad X 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
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 90
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 89
Critical review of the EC8 design provisions for buildings with eccentric braces 89
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 88
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 87
Preliminary validation of a multimodal adaptive procedure 87
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 86
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 86
An analytical approach for the evaluation of in-plan irregularity of real buildings 86
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 86
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 86
Design proposal for steel frames equipped with viscoelastic dampers 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
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 85
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 85
Progetto di sistemi duali con controventi eccentrici in zona sismica (Tesi di dottorato) 85
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 85
Duttilità 83
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 83
Seismic behaviour of EBFs coupled to moment resisting frames 83
Proposal of a Design Procedure for Steel Frames with Viscoelastic Dampers 82
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 82
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 82
Totale 11.311
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Categoria #
all - tutte 53.026
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 53.026
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022888 0 143 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
2025/20267.454 426 404 1.367 316 1.065 1.592 872 128 486 426 185 187
2026/2027142 95 47 0 0 0 0 0 0 0 0 0 0
Totale 16.224