IRIS
BARBAGALLO, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 3.448
AS - Asia 1.881
EU - Europa 1.866
SA - Sud America 271
AF - Africa 254
Continente sconosciuto - Info sul continente non disponibili 176
OC - Oceania 6
Totale 7.902
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Nazione #
US - Stati Uniti d'America 3.344
SG - Singapore 823
IT - Italia 687
CN - Cina 543
RU - Federazione Russa 535
IE - Irlanda 238
BR - Brasile 219
VN - Vietnam 158
CI - Costa d'Avorio 132
KR - Corea 115
FR - Francia 95
CA - Canada 67
UA - Ucraina 57
NG - Nigeria 46
NL - Olanda 45
GB - Regno Unito 43
IN - India 38
BD - Bangladesh 35
HK - Hong Kong 30
FI - Finlandia 27
SN - Senegal 24
SE - Svezia 23
DE - Germania 22
MX - Messico 20
ES - Italia 19
IQ - Iraq 18
IR - Iran 16
AT - Austria 15
AR - Argentina 14
JP - Giappone 13
PL - Polonia 13
UZ - Uzbekistan 13
PK - Pakistan 12
ID - Indonesia 11
ZA - Sudafrica 11
BJ - Benin 10
GR - Grecia 10
CH - Svizzera 9
EC - Ecuador 9
MA - Marocco 8
CO - Colombia 7
JO - Giordania 7
VE - Venezuela 7
DZ - Algeria 6
KE - Kenya 6
PH - Filippine 6
TH - Thailandia 6
AE - Emirati Arabi Uniti 5
EG - Egitto 5
MY - Malesia 5
SA - Arabia Saudita 5
TR - Turchia 5
AZ - Azerbaigian 4
LT - Lituania 4
NZ - Nuova Zelanda 4
PA - Panama 4
PE - Perù 4
TN - Tunisia 4
AL - Albania 3
BO - Bolivia 3
CL - Cile 3
CR - Costa Rica 3
HN - Honduras 3
IL - Israele 3
MK - Macedonia 3
PT - Portogallo 3
PY - Paraguay 3
RO - Romania 3
AM - Armenia 2
AU - Australia 2
BG - Bulgaria 2
ET - Etiopia 2
JM - Giamaica 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
BE - Belgio 1
BH - Bahrain 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
EE - Estonia 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
PR - Porto Rico 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SX - ???statistics.table.value.countryCode.SX??? 1
Totale 7.727
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Città #
Dallas 608
Santa Clara 510
Singapore 479
San Jose 276
Moscow 245
Dublin 232
Houston 213
Chandler 195
Ashburn 151
Abidjan 132
Hefei 121
Seoul 114
Catania 99
Council Bluffs 98
Beijing 96
Boardman 81
Civitanova Marche 77
Chicago 62
Lauterbourg 58
Ho Chi Minh City 49
Jacksonville 48
Andover 43
Cambridge 42
Lawrence 42
Los Angeles 41
Nanjing 38
Hanoi 33
Palermo 31
Hong Kong 28
Abuja 27
Amsterdam 27
New York 27
Toronto 27
Redmond 26
Rome 26
Dakar 24
Columbus 21
Des Moines 21
The Dalles 21
Buffalo 19
Wilmington 19
Helsinki 18
São Paulo 17
Lagos 16
Phoenix 16
Atlanta 13
Milazzo 13
Shenyang 13
Warsaw 13
Montreal 12
Naples 12
Tehran 12
Mascalucia 11
Messina 11
Paris 11
Tokyo 11
Cotonou 10
Dong Ket 10
Orem 10
Redondo Beach 10
Tashkent 10
Tremestieri Etneo 10
Vienna 10
Brooklyn 9
Ciampino 9
Falls Church 9
Milan 9
Bologna 8
Boscoreale 8
Chennai 8
Denver 8
Hebei 8
Rho 8
Saint Petersburg 8
Aci Catena 7
Athens 7
Baghdad 7
Belo Horizonte 7
Changsha 7
Genoa 7
Poplar 7
Stockholm 7
Brasília 6
Johannesburg 6
Lappeenranta 6
San Mateo 6
Turin 6
Amman 5
Belpasso 5
Boston 5
Cagliari 5
Charlotte 5
Curitiba 5
Da Nang 5
Duncan 5
Jiaxing 5
London 5
Mumbai 5
Munich 5
Nairobi 5
Totale 5.039
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 224
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 188
Achieving a more effective concentric braced frame by the double-stage yield BRB 163
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 160
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 158
A database for assisted assessment of torsional response of in-plan irregular buildings 157
A design procedure for seismic upgrading of existing RC frames by BRBs 152
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 149
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 140
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 138
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 137
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 135
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 135
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 133
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 132
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 131
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 128
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 125
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 124
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 123
Cyclic pushover analysis for seismic assessment of steel MRFs 122
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 119
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 118
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 117
Behavior factor of dual systems with BRBs and semi-rigid connections 115
An overdamped multimodal adaptive nonlinear static procedure for seismic assessment of rc infilled frames 114
Seismic upgrading of typical Italian existing RC frames by BRBs 113
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 112
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 111
Effect of the DYB on the seismic response of steel concentric bracings 111
An alternative approach for the design of chevron-braced frames 110
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 109
Design for seismic upgrading of existing RC frames by friction dampers 108
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 107
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 107
Validation of the Extended N2 Method and the Combination Rules for Pushover Analyses of Reinforced Concrete Asymmetric Structures 101
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 99
Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes 99
Seismic design and performance of dual structures with BRBs and semi-rigid connections 98
Seismic upgrading of RC buildings by rocking walls and viscous dampers 98
P–Δ effects in the seismic design of steel moment resisting frames 98
Modeling Marble Artworks: The Statue “Oceanus” by Giambologna 97
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 97
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 97
Verifica e progetto di aste in acciaio 97
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 96
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 96
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 95
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 95
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 93
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 93
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 93
Design of BRBs for seismic upgrading of existing r.c.frames 92
Preliminary validation of a multimodal adaptive procedure 90
Design for seismic upgrading of existing RC frames by friction dampers 88
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 87
Design proposal for steel frames equipped with viscoelastic dampers 87
Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures 86
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 85
Experimental investigation of dynamic behaviour of free-standing frames with friction 82
Una tecnologia integrata isolamento - scorrimento alla base per il controllo del taglio sismico degli edifici 79
Seismic Capacity of EC8 Compliant RC Frames with Irregular Vertical Distribution of Stiffness 78
On the design of columns of concentrically braced frames in the chevron configuration 75
Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses 71
Full-scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs 68
Test of precast pre-stressed beam-to-column joint with damage-free reinforced concrete slab 68
Modelling of steel link beams 65
Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states 59
Seismic capacity of EC8 compliant RC frames with irregular vertical distribution of stiffness 57
Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8 56
Effectiveness of a Design Procedure for Linked Column Framed Systems in the Framework of Eurocodes 53
Dynamic Response and Seismic Performance of EC8 Conforming RC Frames with Stiffness Irregularity in Elevation 51
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration 51
Calibration of a damping law to predict probabilistic seismic capacity by nonlinear static analysis 34
SEISMIC BEHAVIOUR OF THE I-EXOS SYSTEM DESIGNED BY IH-MADE STRONG MIDDLE SECTIONS 23
Parametric study on retrofit of rc framed buildings by dissipative tower 18
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests 16
Calibrated fiber model for seismic analysis of ductile rc columns with ribbed bars 16
Totale 7.902
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Categoria #
all - tutte 26.014
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 26.014
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022262 0 0 0 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
2025/20263.723 218 249 715 161 508 655 385 69 285 277 101 100
2026/2027361 56 112 52 141 0 0 0 0 0 0 0 0
Totale 7.902