IRIS
BARBAGALLO, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 3.087
AS - Asia 1.812
EU - Europa 1.747
SA - Sud America 263
AF - Africa 252
OC - Oceania 5
Totale 7.166
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Nazione #
US - Stati Uniti d'America 3.006
SG - Singapore 803
IT - Italia 607
RU - Federazione Russa 535
CN - Cina 526
IE - Irlanda 238
BR - Brasile 218
VN - Vietnam 156
CI - Costa d'Avorio 132
KR - Corea 115
FR - Francia 91
UA - Ucraina 57
CA - Canada 55
NG - Nigeria 46
NL - Olanda 39
IN - India 38
GB - Regno Unito 36
FI - Finlandia 27
HK - Hong Kong 27
SN - Senegal 24
DE - Germania 21
IQ - Iraq 18
IR - Iran 16
AT - Austria 15
ES - Italia 15
BD - Bangladesh 14
MX - Messico 14
PL - Polonia 13
UZ - Uzbekistan 13
AR - Argentina 12
PK - Pakistan 12
SE - Svezia 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
PY - Paraguay 3
AL - Albania 2
AU - Australia 2
BG - Bulgaria 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
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
ET - Etiopia 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
PT - Portogallo 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 7.166
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Città #
Dallas 602
Santa Clara 500
Singapore 476
Moscow 245
Dublin 232
Houston 212
San Jose 205
Chandler 195
Ashburn 142
Abidjan 132
Hefei 121
Seoul 114
Catania 93
Beijing 85
Boardman 81
Civitanova Marche 77
Chicago 59
Lauterbourg 58
Ho Chi Minh City 49
Jacksonville 48
Andover 43
Council Bluffs 43
Cambridge 42
Lawrence 42
Nanjing 38
Los Angeles 36
Hanoi 32
Abuja 27
Amsterdam 26
Hong Kong 26
Redmond 26
Toronto 26
Dakar 24
Rome 24
Columbus 21
Des Moines 21
The Dalles 21
New York 20
Palermo 19
Wilmington 19
Buffalo 18
Helsinki 18
São Paulo 17
Lagos 16
Milazzo 13
Shenyang 13
Warsaw 13
Tehran 12
Montreal 11
Paris 11
Cotonou 10
Dong Ket 10
Messina 10
Orem 10
Redondo Beach 10
Tashkent 10
Tremestieri Etneo 10
Vienna 10
Atlanta 9
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
Poplar 7
Stockholm 7
Brasília 6
Johannesburg 6
Lappeenranta 6
Naples 6
Phoenix 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
Mascalucia 5
Mumbai 5
Munich 5
Nairobi 5
Nanchang 5
Totale 4.800
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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 170
Achieving a more effective concentric braced frame by the double-stage yield BRB 157
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 157
A database for assisted assessment of torsional response of in-plan irregular buildings 150
A design procedure for seismic upgrading of existing RC frames by BRBs 148
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 142
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 142
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
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 132
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 130
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 129
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 129
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 124
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 119
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 116
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 116
Cyclic pushover analysis for seismic assessment of steel MRFs 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
Behavior factor of dual systems with BRBs and semi-rigid connections 109
Seismic upgrading of typical Italian existing RC frames by BRBs 108
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 108
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
Effect of the DYB on the seismic response of steel concentric bracings 105
Design for seismic upgrading of existing RC frames by friction dampers 104
An overdamped multimodal adaptive nonlinear static procedure for seismic assessment of rc infilled frames 102
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 102
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
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 99
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
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 93
P–Δ effects in the seismic design of steel moment resisting frames 93
Verifica e progetto di aste in acciaio 92
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
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 91
Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes 90
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 90
Design of BRBs for seismic upgrading of existing r.c.frames 88
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 87
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
Design for seismic upgrading of existing RC frames by friction dampers 86
Preliminary validation of a multimodal adaptive procedure 85
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 84
Design proposal for steel frames equipped with viscoelastic dampers 83
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 82
Validation of the Extended N2 Method and the Combination Rules for Pushover Analyses of Reinforced Concrete Asymmetric Structures 81
Experimental investigation of dynamic behaviour of free-standing frames with friction 81
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 79
Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures 78
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 75
Una tecnologia integrata isolamento - scorrimento alla base per il controllo del taglio sismico degli edifici 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 64
Full-scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs 64
Modelling of steel link beams 62
Test of precast pre-stressed beam-to-column joint with damage-free reinforced concrete slab 56
Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states 55
Seismic capacity of EC8 compliant RC frames with irregular vertical distribution of stiffness 53
Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8 51
Effectiveness of a Design Procedure for Linked Column Framed Systems in the Framework of Eurocodes 48
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration 47
Dynamic Response and Seismic Performance of EC8 Conforming RC Frames with Stiffness Irregularity in Elevation 45
Calibration of a damping law to predict probabilistic seismic capacity by nonlinear static analysis 14
SEISMIC BEHAVIOUR OF THE I-EXOS SYSTEM DESIGNED BY IH-MADE STRONG MIDDLE SECTIONS 11
Parametric study on retrofit of rc framed buildings by dissipative tower 6
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests 6
Calibrated fiber model for seismic analysis of ductile rc columns with ribbed bars 6
Totale 7.341
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Categoria #
all - tutte 21.676
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 21.676
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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 9 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
2025/20263.523 218 249 715 161 508 655 385 69 285 277 1 0
Totale 7.341