IRIS
BARBAGALLO, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 3.183
AS - Asia 1.854
EU - Europa 1.782
SA - Sud America 263
AF - Africa 253
OC - Oceania 5
Totale 7.340
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Nazione #
US - Stati Uniti d'America 3.096
SG - Singapore 819
IT - Italia 627
RU - Federazione Russa 535
CN - Cina 533
IE - Irlanda 238
BR - Brasile 218
VN - Vietnam 157
CI - Costa d'Avorio 132
KR - Corea 115
FR - Francia 91
CA - Canada 58
UA - Ucraina 57
NG - Nigeria 46
GB - Regno Unito 40
NL - Olanda 39
IN - India 38
BD - Bangladesh 31
HK - Hong Kong 28
FI - Finlandia 27
SN - Senegal 24
DE - Germania 21
SE - Svezia 21
IQ - Iraq 18
IR - Iran 16
MX - Messico 16
AT - Austria 15
ES - Italia 15
PL - Polonia 13
UZ - Uzbekistan 13
AR - Argentina 12
PK - Pakistan 12
ID - Indonesia 11
JP - Giappone 11
ZA - Sudafrica 11
BJ - Benin 10
GR - Grecia 10
CH - Svizzera 9
EC - Ecuador 8
JO - Giordania 7
MA - Marocco 7
DZ - Algeria 6
KE - Kenya 6
AE - Emirati Arabi Uniti 5
CO - Colombia 5
EG - Egitto 5
MY - Malesia 5
PH - Filippine 5
SA - Arabia Saudita 5
TR - Turchia 5
VE - Venezuela 5
AZ - Azerbaigian 4
PA - Panama 4
PE - Perù 4
TH - Thailandia 4
TN - Tunisia 4
BO - Bolivia 3
CL - Cile 3
IL - Israele 3
LT - Lituania 3
MK - Macedonia 3
NZ - Nuova Zelanda 3
PT - Portogallo 3
PY - Paraguay 3
AL - Albania 2
AU - Australia 2
BG - Bulgaria 2
CR - Costa Rica 2
ET - Etiopia 2
JM - Giamaica 2
RO - Romania 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
AM - Armenia 1
BE - Belgio 1
BH - Bahrain 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
HN - Honduras 1
HR - Croazia 1
HU - Ungheria 1
KG - Kirghizistan 1
KY - Cayman, isole 1
KZ - Kazakistan 1
LB - Libano 1
LU - Lussemburgo 1
LV - Lettonia 1
MN - Mongolia 1
OM - Oman 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 7.340
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Città #
Dallas 606
Santa Clara 505
Singapore 477
Moscow 245
San Jose 244
Dublin 232
Houston 212
Chandler 195
Ashburn 143
Abidjan 132
Hefei 121
Seoul 114
Catania 95
Beijing 88
Boardman 81
Civitanova Marche 77
Chicago 60
Lauterbourg 58
Council Bluffs 49
Ho Chi Minh City 49
Jacksonville 48
Andover 43
Cambridge 42
Lawrence 42
Los Angeles 39
Nanjing 38
Hanoi 33
Abuja 27
Toronto 27
Amsterdam 26
Hong Kong 26
Redmond 26
New York 25
Dakar 24
Rome 24
Columbus 21
Des Moines 21
The Dalles 21
Buffalo 19
Palermo 19
Wilmington 19
Helsinki 18
São Paulo 17
Lagos 16
Milazzo 13
Shenyang 13
Warsaw 13
Montreal 12
Tehran 12
Paris 11
Atlanta 10
Cotonou 10
Dong Ket 10
Mascalucia 10
Messina 10
Orem 10
Redondo Beach 10
Tashkent 10
Tremestieri Etneo 10
Vienna 10
Ciampino 9
Falls Church 9
Tokyo 9
Bologna 8
Boscoreale 8
Brooklyn 8
Chennai 8
Denver 8
Hebei 8
Milan 8
Rho 8
Saint Petersburg 8
Aci Catena 7
Athens 7
Baghdad 7
Belo Horizonte 7
Changsha 7
Genoa 7
Naples 7
Phoenix 7
Poplar 7
Stockholm 7
Brasília 6
Johannesburg 6
Lappeenranta 6
San Mateo 6
Turin 6
Amman 5
Belpasso 5
Boston 5
Charlotte 5
Curitiba 5
Da Nang 5
Duncan 5
Jiaxing 5
London 5
Mumbai 5
Munich 5
Nairobi 5
Nanchang 5
Totale 4.882
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 220
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 173
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 seismic upgrading of existing RC frames by BRBs 151
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 143
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
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 sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 131
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
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 126
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
Cyclic pushover analysis for seismic assessment of steel MRFs 117
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 117
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
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
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 106
Effect of the DYB on the seismic response of steel concentric bracings 106
An overdamped multimodal adaptive nonlinear static procedure for seismic assessment of rc infilled frames 105
Design for seismic upgrading of existing RC frames by friction dampers 104
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
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 101
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
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
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
Verifica e progetto di aste in acciaio 93
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 93
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
Validation of the Extended N2 Method and the Combination Rules for Pushover Analyses of Reinforced Concrete Asymmetric Structures 91
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 91
Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes 91
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 91
Design of BRBs for seismic upgrading of existing r.c.frames 90
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 90
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 87
Modeling Marble Artworks: The Statue “Oceanus” by Giambologna 86
Preliminary validation of a multimodal adaptive procedure 86
Design for seismic upgrading of existing RC frames by friction dampers 86
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
Design proposal for steel frames equipped with viscoelastic dampers 84
Experimental investigation of dynamic behaviour of free-standing frames with friction 81
Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures 78
Una tecnologia integrata isolamento - scorrimento alla base per il controllo del taglio sismico degli edifici 76
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 75
On the design of columns of concentrically braced frames in the chevron configuration 74
Seismic Capacity of EC8 Compliant RC Frames with Irregular Vertical Distribution of Stiffness 73
Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses 65
Full-scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs 65
Modelling of steel link beams 62
Test of precast pre-stressed beam-to-column joint with damage-free reinforced concrete slab 58
Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states 56
Seismic capacity of EC8 compliant RC frames with irregular vertical distribution of stiffness 54
Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8 53
Effectiveness of a Design Procedure for Linked Column Framed Systems in the Framework of Eurocodes 51
Dynamic Response and Seismic Performance of EC8 Conforming RC Frames with Stiffness Irregularity in Elevation 47
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration 47
Calibration of a damping law to predict probabilistic seismic capacity by nonlinear static analysis 22
SEISMIC BEHAVIOUR OF THE I-EXOS SYSTEM DESIGNED BY IH-MADE STRONG MIDDLE SECTIONS 19
Parametric study on retrofit of rc framed buildings by dissipative tower 10
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests 9
Calibrated fiber model for seismic analysis of ductile rc columns with ribbed bars 8
Totale 7.515
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Categoria #
all - tutte 22.971
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 22.971
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202124 0 0 0 0 0 0 0 0 0 0 0 24
2021/2022338 23 45 8 11 51 18 50 12 20 24 6 70
2022/2023814 44 2 21 44 47 220 44 141 181 4 31 35
2023/2024343 21 41 16 21 23 64 4 40 2 16 63 32
2024/20251.576 4 151 92 128 363 219 60 55 117 126 127 134
2025/20263.697 218 249 715 161 508 655 385 69 285 277 101 74
Totale 7.515